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HomeMy WebLinkAbout9340 W 49th Avenuei CITY OF WHEAT RIDGE! Building'Inspection'Division "-!.V- (303) !.(303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �'��-Q,�i t 0 - Job Address: r _� tom;jfuat Permit Number: n ITOZ42 ❑ No one available for inspection: Time=AM/M Re -Inspection required: Yes No r, When corrections have been made, cat for re -inspection at 303-234-5933 Date:_ ° l Inspector: DO NOT REMOVE THIS NOTICE * A City of Wheat Ridge Commercial Plumbing PERMIT - 201802428 PERMIT NO: 201802428 ISSUED: 09/04/2018 JOB ADDRESS: 9340 W 49th Ave EXPIRES: 09/04/2019 JOB DESCRIPTION: 10 ft Sewerline clean out repair for whole condo building at 9340 W 49th Ave, Installing dual cleanouts. In yard only. *** CONTACTS *** CON (720)377-0100 Jack CMS SUB (303)210-8207 Brandon Weston 110115 Premier Excavation Services OWNER David Lennon *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2936 / SHARON MANOR / WESTPARK BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,700.00 FEES Total Valuation 0.00 Use Tax 35.70 Permit Fee 67.30 ** TOTAL ** 103.00 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** City of Wheat Ridge Commercial Plumbing PERMIT - 201802428 PERMIT NO: 201802428 ISSUED: 09/04/2018 JOB ADDRESS: 9340 W 49th Ave EXPIRES: 09/04/2019 JOB DESCRIPTION: 10 ft Sewerline clean out repair for whole condo building at 9340 W 49th Ave, Installing dual cleanouts. In yard only. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I furth r attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and tha 11 work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWR or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicab,"de or any ordhpiice or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief B1ii1ding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 3 City of W heat f dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(c)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: / ) r Plan/Permit # Plan Review Fee:i , .}o Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 9 3 iV W ` H e Property Owner (please print): C Y S Phone:620)321 `NOO Property Owner Email: . ack- 0383>> 18 - S4 Lt Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: q310``' 1 AQe Citv, State, Zip: L� W_% UG C C e-, Architect/Engineer E-mail: Phone: Contractor Name: P(e_fAt'6_ Gkcav(A�' o v\Seyo e_ ) City of Wheat Ridge License #: 11-01-15' Phone: (3 c)3) Contractor E-mail Address: +fecb%(_R.Pferw+gr eK -Af_� For Plan Review Questions & Comments (please print): CONTACT NAME (please print):-1-WO04 VJf5V-V\ Phone:lC363-)-ZL0l-9ILIT CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # W COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. "► '"�`� 5Q.U\'cC I"ne fc�L►r IV\ qr'f� ogle{ (Aoo� Ip' ; hs61)k'9 e VOJ suw P decd ©(3VS Sq. FULF Amps BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) ---% nR , dO OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first And last name): DATE: 11q11% Printed Name: = �2 fc c +C DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: _ CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS. Reviewer: Building Division Valuation: City of Wheat Ridge Resid. Windows/Doors PERMIT -201601545 PERMIT NO: 201601545 ISSUED: 10/05/2016 JOB ADDRESS: 9340 W 49th AVE EXPIRES: 10/05/2017 JOB DESCRIPTION: Replace 3 windows; like for like in existing openings; U -value = .32 max *** CONTACTS *** OWNER RICKER JUDY GC (770)779-1423 Marc Brogan 070156 THD At -Home Services, Inc *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,181.25 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 39.26 ** TOTAL ** 89.26 % -0 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al[ entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. I ,' D f _ . . Signature of OWNER or CONTRAC-YOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buil i Date REQUESTS MUST BE MADE BY 11:59PM Bus Y FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY I * City of Date: 101 5I IL' Wheat Midge V COMMUNITY DEVELOPMENT Plan/PermitA Building & Inspection Services Division �0 140 IJJT 7500 W. 291h Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address. 9340 W. 49th Ave. 209 Wheat Ridge, CO 80033 Property Owner (please print): Judy Ricker Phone: 805-698-2828 Property Owner Email: not available Mailing Address: (if different than property address) Address: Same as Above City, State, Zip: Architect/Engineer N/A Architect/Engineer E-mail: Contractor: Thd at Home Services, Inc Phone: Contractors City License #: 070156 Phone: 1-855-712-8899 Contractor E-mail Address: copermits@gmail.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Replace (3) windows. Like for like in existing openings. U -value =.32 max Sq. Ft./LF Amps -- Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 2,181.25 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this anola ieation CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRE o (OWNER (CONTRACTOR) Jules Landis PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ J L 4 W W 69 S 0 8 O E fD � � 'M •• N � H O •• i D 1A sr� 3 0? c o 0 r °' a 0 m (D CL -' d 3 a .. W b S 6 s 3 c. C H c r � rr 3 0 e J H N N , O� O •OJi 00 O 00 O n � a c J L 4 W W 69 S 0 8 O E FOR OFFICE USE ONLY Date: City of ej Wh6atl �d c wg J��001XM4WNrfy DEvELoi,mENT Plan1permit# Building & Inspection Services Division 7500 K 2e Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-236-2855 * Fax. 303-237-8929 Inspection Line: 303-234-5933 Email: 2t[miLts eatrid � �ci.wh� e.cous Building Permit Application Please tomplete all highlighted areas on both sides of this forim. Incomplete applications may not be processed. Property Address: Property Owner (please print): jj C,� t- /k r Phone-,�,� Property Owner Email: (-It r I Mailing Address: (if different than property address) Address: City, State, Architect/Engineer E-mail: Phone.* Contractors City Ucenso #: Phono; �?)LLL Cont ractor E-rnaillAddra,gs- Electrical: Plumbing: Mechanical: WR City License # Kk City License # WK City Licensee Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form (Check all that apply) 0 NEW COMMERCIAL STRUCTURE $ y w GRADE EW d ,\\/.2 22wCUR $COMMERCIAL ROOFIN $ COMMERCIAL ADDITION ■ RESIDENTIAL ROOFING $ f SDEN ADDITION $ WINDOW RE COMMERCIAL@ §ACCESSORY ST a® (Garage, shed deck, ® RESIDENTIAL ACCESSORY STRUCTURE (.w...e« deck, ./, . $ MECHANICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT PLUMBING .NCE REPAIR or REPLA: ■ E ^ RICALSYSTEM/APPLIANCE2/ \ REPAIR o.A�\ ■OTHER (Describe) ` /^ / tap/. �\I}tt,,. �cle� \m Sq. FULF : .2.. .. \. Btu's \. . ».. \. . ©</+ \ City of? Date: Wheat * d 10 COMMUNITY DEVELOPTEN4L�'g Buildings & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Plan Review u. �s� �� ���` {office. 303-235-2855 Fax; 303-237-8323 N � a Inspection Line: 303-234-5333 Building er it Application PAID P Property Address: Pro party t nrrr r IP se print. r Phone: L . Property Owner Email:, Y" Address: Ci!y, State, Zi2: ArchitectfEngi r E-mail., r_. e- Phone: Contractors City License #w Contractor E-mail Address: Saks Contractors: Electrical: Plumbing: Mechanical: W.R. City License# W.R. City License # W,R, City License Other City Licensed Sub. tither City Licensed Sub: City License # City License Comp a1i information can BOTH sides sof this farm +ascii tib of t (Check all thatapply) NEW COMMERCIAL STRUCTURE L TR AL SERVICE UPGRADE sre, =14 id rill A La!N • p 1F M SII l l ount of m t rl l to be used, etc,) a"O �oc--c-/k. 'I'le-rob-c-cp? Sq. FULF Btu's Gallons Amps Squares Other City of ]�9rWh6at1l,@ge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 301235,2855J 303.237,8929 I - Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processecl� D ate: am Name of /Individual sulamltting documents, Project Type/Description am a duly authorized representative of the agency indicated below and do, by my signature' below, hereby acknowledge receipt of documents necessary for review and approvall, of thei, 'p'�e'ct indicated above. Agency representep (Please check one) • Wheat Ridge Fire Protection o Wheat Ridge Sanitation District • Arvada Fire Protection o Clear Creek Sanitation District • Wheat Ridge Water District F • o ruitdale Sanitation District Consolidated Mutual Water District o Westridge Sanitation District • Valley Water District o • Denver Water Other Agency Notes: Signature: Date: (Agency Representative) MOZEwRENN STRUCTURAL SERVICE, [Nr� 00 CO $0222 I , Fax303-444-89S# March 28, 2016 Ms. Sherryn Hensley, Code Consultants International o City of Wheat Ridge Building and Inspection Services Denver 7500 W. 29th Ave., 2nd Floor Wheat Ridge, CO 811088 RE: Response to Plan Review Comments for 9240, 9340 & 9380 W. 49th Ave. Deck & Stair Replacement e MarquisCondominiums) Review Reference No. 201600270, MR Job #0802C16 Dear Ms. Hensley, As structural Engineer of Record for the exterior deck and stairwell replacements at 9240, 9340 9380 W.49th Ave. in Wheat Ridge (the Le Marquis Condominiums), the following responses are submitted to address the March 4, 2016 Building Code Analysis received from Code Consultants International regarding the project. Items listed in the plan review are provided below for reference, with written responses given below in bold font. -1 A wind load of 105 mph, Exposure C is required, Correct this note in the plans or provide a stamped engineer's letter. Structural design for the deck and stairwell was re -visited, to the small projected areas of each of these structures the increase to Exposure es not significantly increase size of members or their r co ect ons. -1 Balusters are not to allow the passage of a "° dimicter sphere.. Typical handrail detail on Sheet ALO shows " square balusters at S'. ",.. s discussed o during our phone conversation, field adjustment to assure no passage of diameter sphere will be addressedby the Contractor. Please contact Mozer-Renn Structural Service, Inc. with any further questions pertaining to the structural engineering design. Sincerest Thanks, SERVICE, INC. m I N T E R N A T 1 0 N A L 3190 S WadsworthBlvd., Suite 220, Lakewood, CO 80227 303.973.7766 Fax 303.973.7766 www.buildingcci.com Project 9240, 9340, *\¢#\r 49th Ave. *201600270 2012 International Building Code PAIMARIUM -•tasa m M* RIMPPM 0" 1�11 .00", "*- 2014 National Electrical Code V'1f'.AYWkI "TT LA Standards listed above. Code, Consultants Intemational - CMI 2015, City of Wheat Ridge, 9240,9340,9380 W 49th Avenue Page 2 of 8 Code Consultants intemational - Capynghl 2015, City of Wheat Ridge, 9240,9340,9380 W 49th Avenue Page 3 of 0 III III illippill ligi lllipi�lg�mjig�l l�, g I III Jill I IN Code Consuftants wemmional - Copyright 2015, City of Wheat Ridge, 9240,9,"0,9380 W 49th Avenue Page 4 of 8 MUMMEMM PROPOSED AREA: Existing, no change Code Consultants tnternational - Copyright 2015, City of Wheat Ridge, 9240,9340.9380 W 49th Avenue Page 5 of 8 .• This section does not appl�. The project is for the replacement of exterior steps. ILo information regarding the interior of the building is provided. Code Consuftants ireemational - Copyfight 2015, City of WheW Ridge, 9240,9340,9380 W 49th Avenue, Page 6 of 8 Item Sheet* S-1 Cover A wind load of 105 mph, Exposure C is required, Correct this note on the plans or provide a stamped engineer's letter. Code Consultants international - CopyOghl 2015, City of Wheat Ridge, 9240.9,340,9380 W 49th Avenue Pap 7 of 8 BUILDING COMMENTS Item Sheet B-1 A-9 Balusters are not to allow the passag e of a 4" diameter sphere. Code Consuftants Wernationai - Copyngle 2015, City of Wheat RWge, 9240,9340,9380 W 4901 Avenue Paqe 3 of 8 GENERAL ARCHITECTURAL NOTES -EXTERIOR STAIRWAYS IN GROUP R-2 OCCUPANCY STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36" (OCCUPANT LOAD LESS THAN 50). THIS SHALL BE MEASURED FROM FACE OF HANDRAIL TO HANDRAIL. HEADROOM: STAIRWAYS SHALL HAVE A MINIMUM HEADROOM CLEARANCE OF 80" MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM RISER. THE MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY AND LANDING. STAIR RISER HEIGHTS SHALL BE 7" MAXIMUM AND 4" MINIMUM. STAIR TREAD DEPTHS SHALL BE 11" MINIMUM. THE RISER HEIGHT SHALL BE I MEASURED VERTICALLY BETWEEN THE LEADING EDGES OF ADJACENT TREADS. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE, THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 0.375" IN ANY FLIGHT OF STAIRS. WHERE THE BOTTOM OR TOP RISER ADJOINS A SLOPING PUBLIC WAY, WALKWAY OR DRIVEWAY HAVING AN ESTABLISHED GRADE AND SERVING AS A LANDING, THE BOTTOM OR TOP RISER IS PERMITTED TO BE REDUCED ALONG THE SLOPE TO LESS THAN 4" IN HEIGHT, WITH THE VARIATION IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL OF STAIRWAY WIDTH. THE NOSINGS OR LEADING EDGES OF TREAD AT SUCH NON-UNIFORM HEIGHT RISERS SHALL HAVE A DISTINCTNE MARKING STRIPE, DIFFERENT FROM ANY OTHER NOSING MARKING PROVIDED ON THE STAIR FLIGHT. THE DISTINCTIVE MARKING STRIPE SHALL BE VISIBLE IN DESCENT OF THE STAIR AND SHALL HAVE ASLIP-RESISTANT SURFACE. MARKING STRIPES SHALL HAVE A WIDTH OF AT LEAST 1" BUT NOT MORE THAN 2". THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE NOT GREATER THAN 0.5" AND BEVELING OF NOSING SHALL NOT EXCEED 0.5". THE NOSINGS OF TREAD SHALL PROJECT NO MORE THAN 1.25" BEYOND THE TREAD BELOW AND ALL PROJECTIONS OF THE LEADING EDGES SHALL BE OF UNIFORM SIZE, INCLUDING THE LEADING EDGE OF THE FLOOR AT THE TOP OF A FLIGHT. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF STAIRWAYS THEY SERVE. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. THE STAIRWAY WALKING SURFACE OF TREADS AND LANDINGS SHALL NOT BE SLOPED STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS HORIZONTAL (2% SLOPE) IN ANY DIRECTION. STAIRWAY TREADS AND LANDINGS SHALL HAVE A SOLID SURFACE, OUTDOOR STAIRWAYS AND OUTDOOR APPROACHES TO STAIRWAYS SHALL BE dESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE (EXCEPT WHERE HANDRAILS ON BOTH SIDES WOULD PREVENT 36" WIDTH CLEARANCE) ANS SHALL BE AT A HEIGHT MEASURED ABOVE STAIR TREAD NOSINGS OF NOT LESS THAN 34" AND NOT MORE THAN 38". HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN 2" OR EQUIVALENT. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25` WITH A MAXIMUM CROSS-SECTION DIMENSION OF 2.25" EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01" HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. 4x4 POSTS @ 6' MAX. TREX GUARDRAIL RE: DETAIL 2/A1.0 -- AND SECTION 1/S1.0 HANDRAIL EXTENSION L tV M CD tV NEW CONCRETE SIDEWALK WHERE NEEDED & FEASIBLE h HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT OR RAMP RUN. AT ji, C:Dl: HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE k AYS WHIlxt. HANDRAIL$ , EXTEND HORIZONTALLY . LEAST BEYOND i• RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. rriI DE CLEAR SPACEOF A HANDRAIL AND ♦ WALL OF OTHER SURFACE. GUARDS BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, PLATFORMS, STAIRWAYS, RAMPS, rLANDINGS THAT ARE ! r r MORE 30" :i !i" OR GRADE BELOW. •'rS SHALL FOR PROTECTIVE PASS.BARRIER NOT LESS THAN 42" HIGH, MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ADJACENT WALKING SURFACE, OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". FROM A HEIGHT OF 34" TO 42" ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8" IN DIAMETER SHALL NOT TRIANGULAR A♦r !' it r BY THE RISER, P a i AND BOTTOM RAIL AT OPEN r OF ♦ STAIRWAY SHALLOF . MAXIMUM SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING. 11" INLn. cn 100 2 X 6 TREX CONTINUOUS STRINGER, RE: STRUCT'L CONCRETE PIERS, RE: STRUCT'L 1 TYPICAL STAIR DETAIL 1.0 1/211=11.011 HANDRAIL, 1-3/811-1-1/2" ROUND OR RECT., MAX. 6.25" PERIMETER DIM. 1-3/8 X 1-3/8 BALUSTERS @ 5-3/8" Q.C. 4 X 4 POST @ 6' OC RE STRUC C1C \U- � 0 ly8�� a W 0 Go M M HANDRAIL DETAIL u z d Z c� 0 o W CC 0 E— z 0 ce. W �c . ri i rrir r •rir i i �r � i r !'r 1 ;, r, r ! ' " r ♦r r i •, it rrir r ! ♦ rri r rrir r i" ` i :'♦ ! 1 " • i i ! , , i • ! r i ! a ! • i • r i r , r !•i ` •'i' ! i 1 it ! `` !� r i• i r i' ! i 1 i ' : r a r r r : i ' r ♦ ♦ •rri•• rr it i r i !10 ! : ` '` i ' r! ! ♦ r r ♦ a rri r ' ! i i ! rr ! r ♦ err ! i•♦ ,• • i• i r a i• r •. ! ! ! r � r r • r i ! ' i s ! r� r rir r i i A r rrr r ! r: r ' ` i '• ! ! r ri ri r i t r r i r r r•' !" 1 ! r r,r �. i t r DO ! r i it i ... .; •! ! ! ` ! i ! i i r !, rr r ♦ r r .,� � . . .� ! "'r ♦ � r•a r ri r , r ® ♦ r ri i !! !! ♦ r i ` r i r i ! r i r !. . • . ' r r .1 ' i i r ' ♦ !" ! `' : ! i ♦ ! • .! r • it a �, r �• r i ♦ i r♦ r r r r � , i a r♦ r r ! r• r ` i ` ! ': r' ♦ � r • r ! • ! r • !• it • r r ♦ .r r i it '`r i ' ! ♦ • ! ! • r • .♦ • r . � . • ! ! ! i' i ! r i ♦ :' ` !' '� r i r • r • i ! • i ♦ � i r r r !• r A r r rr it i ` i i •1 i4W 01 id id Wil N4 LW6 •r • ♦ : r !U 4 r • r . ! r • ! # r r r r . r a r ! r r r r ♦ r• r �� r � ,, r !: i r •• � ! r , !r ri r !• { i t r,• r r r r i i r : r r r r i i f 11;: ; { r�� • • ' * r : '` : ` it r i rri• r ••! i ! r: ! !" ! r i rrir r i! r • ! ! r , r i. i r r a r ♦ i ! i♦rrj ! ! r' ! �" W. 9th Avemue SCALE: 1/32"=1'-0" PLAN NORTH 71 STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-rens@MRstructural.com L RAD' *10 C' •• N • 0802Cl,',J- 0 /a - 2015 ,it-icale: As Notel.-i heet Title: GENERAL NOTES & SITE PLAN heet No. TREATED 2x8 LEDGER AS IN 5/S3 PLUS 2 LEDGERLOK @ 8" C -C AT EDGE BEAMS . 00 HU28-2 HANGER N EA. END, 00011% TYP. TREATED 2x4 @ 12" Q.C. ---' w1 H (EX) 8" CONC. RETAINING WALL AROUND BELOW -GRADE PATIO LANDING FRAMING AS AT 2nd FLR. ANGLES TO EDGE BEAMS r }---- TREATED 2x4 @ 12" O.C. LANDING JOISTS W/ LUS24 EA. END i 2x8 EDGE JOISTS TREATED 2x INTERMEDIATE STRINGERS @ 12 O.C. W/ 2-00 TO EDGE BEAMS SWITC H BAC K STAI RS 2nd FLOOR & LANDING FRAMING PLAN SCALE: 1/4"=1'-0" (EX) EXTERIOR STUD WALLS ON CONC. FOUNDATIONS TREATED 2x8 LEDGER AS AT 2nd FLOOR _(�X) CONC. 0 2 S3 ko Z 2 R+y Cj+RC,ojF`� pO,S. S1 �O00, 'L9 31_11 6'-5y2" MIN. 31_7" STAIR STRINGERS AS NOTED AT 2nd FLR. STAIR FRAMING PLAN 131.7211 MIT, LONGER IF ADD'L. RISER IS REQ'D. HANDRAIL, RE: SHEET Al FASTEN STRINGER BASE TO (EX) CONC. WALL SIM. SEC. 1/S3 (2) #5 x3'-4 DOWELS W/ 5Y" MIN. EMBED IN DRILLED HOLES W/ HILTI HIT 200 OR EQUIVALENT INJECTED ADHESIVE (EX) 8" CONC. RETAINING WALL 811x18" MIN. DEEP CONC. CURB AS IN SEC. 1/S3 1 SECTION PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM SWITCH BACK STAIRS. ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BLED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ONSHEET Al. 1st FLOOR & FOUNDATION PLAN 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. SCALE: 1/4"V-011 3 DESIGN AM WITH DISCREPANCIES. CTOR TO FIELD VERIFY TING (EX) CONDITIONS. CONTACT 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. p 6. PROVIDE TREE (OR APPROVED EQUIVALENT TRADITIONAL RAISINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONRL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION• TREATED 2x8 LEDGER, RE: SEC. 5/S3 ASSUMED (EX) 2x RIMBOARD, F.V.CONDITION TREATED (2) 2x8 W/ L50 TO LEDGER & EDGE BEAM --- �a TREATED 2x4 @ 12" DECK JOISTS W/ LUS4 EACH END 4x4 COL. HANG 3x STRINGER FROM COL. AS SHOWN ABV. ABA44Z COL. BASE W/ l" DIA. x10" HOOKED ANCHOR BOLT CONC. SIDEWALK, REMOVE 8t REPLACE AS NEEDED 89'-0 a~. 0 (2) #5 VERT. W/ 10" TOP HOOKS Com` a� tj 31_ 0 3x10 MIN. TREATED STRINGERS W/ LS70 ANGLES TO EDGE BEAM & RAILING ATTACHED TO IT PER DETAIL 4/S3 TYP. LEDGER TO CONDO, RE: SEC. 5/S3 (2) 2x$ - TREATED DOUBLE 2x8 LEDGERJOUTLOOKER, FASTEN TO (EX) WALL PER SEC. 1/S1 INVERTED HUS28-2 TREATED, NOTCHED 2x INTERMEDIATED STRINGERS @ 12"t W/ 2-00 TO EDGE BEAM _T-.tT_ w MOM A__ 31.37411 1 S3 mawsmuzu= 1 r 004 .ki Lemmilr. IV*] ONEmSTORY STAIR/DECK: FOUNDATION & FRAMING PLAN SCALE: 1/4" V-0" (EX) CONDO FLR. FRAMING & EXTERIOR WALL - �i l r iii i i i BEHINDFLASHING r OVER e 3' SCREWS ASSUMED CONT. tn SHEATHING & SIDING ON EXTERIOR WALL. REMOVE (EX) 6000 cn DOORWAY � DENVER, CO 80222 303-759-2200 no nmozer-renn@MRstructural.com p\..0 RADO UJ r-1 � EN COQ � (CO cn g AAJ LL r r � Z 2 C)m S1 0 S3 moo U Com` a� tj 31_ 0 3x10 MIN. TREATED STRINGERS W/ LS70 ANGLES TO EDGE BEAM & RAILING ATTACHED TO IT PER DETAIL 4/S3 TYP. LEDGER TO CONDO, RE: SEC. 5/S3 (2) 2x$ - TREATED DOUBLE 2x8 LEDGERJOUTLOOKER, FASTEN TO (EX) WALL PER SEC. 1/S1 INVERTED HUS28-2 TREATED, NOTCHED 2x INTERMEDIATED STRINGERS @ 12"t W/ 2-00 TO EDGE BEAM _T-.tT_ w MOM A__ 31.37411 1 S3 mawsmuzu= 1 r 004 .ki Lemmilr. IV*] ONEmSTORY STAIR/DECK: FOUNDATION & FRAMING PLAN SCALE: 1/4" V-0" (EX) CONDO FLR. FRAMING & EXTERIOR WALL - �i l r iii i i i BEHINDFLASHING r OVER e 3' SCREWS ASSUMED CONT. MOZER-RENN SHEATHING & SIDING ON EXTERIOR WALL. REMOVE SIDING AT LEDGERS 6000 FLASHING BEHIND SIDING SUITE #1-021 & OVER LEDGER DENVER, CO 80222 TYPICAL DECKING, RE: PLAN NOTES TREATED 2x4 DECK JOISTS BOTTOM REYOND TREATED (2) 2x8 OUTLOOKER/LEDGER RE: ABV. FOR FASTENING LAYOUT TO (EX) RIMBOARD (EX) FOUNDATION WALL .......,...,` . _�-: r DE •-- ..... ..` /72 SECTION ,***% si 3/411 = 1 1-011 13 MOZER-RENN STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructural.com p\..0 RADO � EN COQ � (CO � Q C)m 0 00 moo U V) rtl 4=J CD Ntr11*4 C�1 Job-- No: 080X1 5 ate: Nov. 30, 2015 Cale: As Noted heet Title: STAIRWELL FRAMING & FOUNDATION PLANS h eet No. 4 c c r F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED/DETERIORATED LUMBER (EX) EXTERIOR STUD WALLS TWOSTORY DECKS,x Ist & 2nd FLOOR FRAMING PLAN SCALE: 1/4"�V-0" %-. .` - wv. 15v5 . %ice 1 / Sao 'Val 7V IF AROUND BELOW -GRADE PATIO TwOmSTORY DECKS.8 FOUNDATION PLAN SCALE: 1/4". 11.011 (EX; RAILIP EMBEDS SA 1 SECTION 52 i l/z11_l._a1, NEW 4x4 COL. ABA44 POST BASE 1/2" DIA. THREADED ROD W/ 6" MIN. EMBED IN DRILLED HOLE W/ INJECTED ADHESIVE OR 1/2" DIA. TITEN HD CONC. SCREW F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED LUMBER OUTLINE OF CANTILEVER DECK JOISTS TO BE REMOVED PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BASED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ON SHEET Al. 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. 3. CONTRACTOR TO FIELD VERIFY EXISTING (EX) CONDITIONS. CONTACT DESIGN TEAM WITH DISCREPANCIES. 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. 6. PROVIDE TREX (OR APPROVED EQUIVALENT) TRADITIONAL RAILINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONAL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION. (EX) PATIO DOOR 5 `--- TREATED DOUBLE TOP PLT., EXTERIOR GRADE PLYWOOD RUN TOP 2x4 OVER COL. & NAIL &BUTT LOWER ONE TO SHEATHING ON EA. FACE FACE OF COL. &FASTEN W/ L30 ANGLE TREATED 2x4 @ 16" SEPARATION WALL FLASHING EA. FACE TYP. DECKING, RE: PLAN NOTES TREATED DOUBLE 2x4 BOT. PLT., BUTT UP TO COL. TREATED 4x4 COL., CONT. TO TOP OF SEPARATION WALL TREATED DOUBLE 2x14 EDGE BEAM W/ HUC HGRS. TO COL. ABA44Z W/ %"DIA. x10" HOOKED ANCHOR BOLT :I it .......... ......... . OF - Lu 0T T ci 0 12" DIA. CONC. PIER �- AS IN SEC. 2/S3 M Z SECTION \�4IiooiI S2 3/411=11-011 - (EX) SEPARATION WALL BETWEEN UNITS - OUTLINE OF FRAMED DECK SEPARATION WALL (EX) PATIO DOOR TWOMUNIT I I w DECK, FRAMING FOUNDATION PLAN SCALE: 1/4"=1'-0 TREATED 2x8 LEDGER LUS26 HGR. EACH END BEAR IN ASSUMED (EX) POCKET IN EXTERIOR WALL, F.V. SEAL OPNG. AFTER INSTALLATION STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructurai.com L70 ANGLES TREATED (2) 2x8 I O TO LEDGER �-yt`G J�`�� (2) 2x8 EDGE JOISTS GOA' HANGERS TO i TREATED 2x8 LEDGER 5 1 c S3 ch Acr TREATED V ID L 2x6 @ 16".j CD uj r MAX. DECK JOISTS 8 cr) ASSUMED LUS26 pAEACH END ND CANTILEVERED ,Q 0<_ENDS rw OF JOISTS x CUT OFF AT DECK T4rfu ASSUMED EX FLOOR JOISTS, F.V. 1 F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED/DETERIORATED LUMBER (EX) EXTERIOR STUD WALLS TWOSTORY DECKS,x Ist & 2nd FLOOR FRAMING PLAN SCALE: 1/4"�V-0" %-. .` - wv. 15v5 . %ice 1 / Sao 'Val 7V IF AROUND BELOW -GRADE PATIO TwOmSTORY DECKS.8 FOUNDATION PLAN SCALE: 1/4". 11.011 (EX; RAILIP EMBEDS SA 1 SECTION 52 i l/z11_l._a1, NEW 4x4 COL. ABA44 POST BASE 1/2" DIA. THREADED ROD W/ 6" MIN. EMBED IN DRILLED HOLE W/ INJECTED ADHESIVE OR 1/2" DIA. TITEN HD CONC. SCREW F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED LUMBER OUTLINE OF CANTILEVER DECK JOISTS TO BE REMOVED PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BASED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ON SHEET Al. 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. 3. CONTRACTOR TO FIELD VERIFY EXISTING (EX) CONDITIONS. CONTACT DESIGN TEAM WITH DISCREPANCIES. 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. 6. PROVIDE TREX (OR APPROVED EQUIVALENT) TRADITIONAL RAILINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONAL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION. (EX) PATIO DOOR 5 `--- TREATED DOUBLE TOP PLT., EXTERIOR GRADE PLYWOOD RUN TOP 2x4 OVER COL. & NAIL &BUTT LOWER ONE TO SHEATHING ON EA. FACE FACE OF COL. &FASTEN W/ L30 ANGLE TREATED 2x4 @ 16" SEPARATION WALL FLASHING EA. FACE TYP. DECKING, RE: PLAN NOTES TREATED DOUBLE 2x4 BOT. PLT., BUTT UP TO COL. TREATED 4x4 COL., CONT. TO TOP OF SEPARATION WALL TREATED DOUBLE 2x14 EDGE BEAM W/ HUC HGRS. TO COL. ABA44Z W/ %"DIA. x10" HOOKED ANCHOR BOLT :I it .......... ......... . OF - Lu 0T T ci 0 12" DIA. CONC. PIER �- AS IN SEC. 2/S3 M Z SECTION \�4IiooiI S2 3/411=11-011 - (EX) SEPARATION WALL BETWEEN UNITS - OUTLINE OF FRAMED DECK SEPARATION WALL (EX) PATIO DOOR TWOMUNIT I I w DECK, FRAMING FOUNDATION PLAN SCALE: 1/4"=1'-0 TREATED 2x8 LEDGER LUS26 HGR. EACH END BEAR IN ASSUMED (EX) POCKET IN EXTERIOR WALL, F.V. SEAL OPNG. AFTER INSTALLATION STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructurai.com �'�• TREATED (2) 2x8 I O �-yt`G J�`�� HUC28-2 GOA' HANGERS TO i COLUMNS F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED/DETERIORATED LUMBER (EX) EXTERIOR STUD WALLS TWOSTORY DECKS,x Ist & 2nd FLOOR FRAMING PLAN SCALE: 1/4"�V-0" %-. .` - wv. 15v5 . %ice 1 / Sao 'Val 7V IF AROUND BELOW -GRADE PATIO TwOmSTORY DECKS.8 FOUNDATION PLAN SCALE: 1/4". 11.011 (EX; RAILIP EMBEDS SA 1 SECTION 52 i l/z11_l._a1, NEW 4x4 COL. ABA44 POST BASE 1/2" DIA. THREADED ROD W/ 6" MIN. EMBED IN DRILLED HOLE W/ INJECTED ADHESIVE OR 1/2" DIA. TITEN HD CONC. SCREW F.V. CONDITION & PRESENCE OF ASSUMED BLKG. BTWN. JOISTS. REPLACE DAMAGED LUMBER OUTLINE OF CANTILEVER DECK JOISTS TO BE REMOVED PLAN NOTES 1. COORDINATE DIMENSIONS WITH EXISTING CONDITIONS AND MINIMUM ARCHITECTURAL DIMENSIONAL REQUIREMENTS. NUMBER OF STAIR RISERS MAY VARY BASED UPON ELEVATION DIFFERENCES. COORDINATE WITH DETAILS ON SHEET Al. 2. REFER TO STRUCTURAL GENERAL NOTES ON SHEET Al FOR ADDITIONAL FRAMING AND DESIGN LOAD INFORMATION. 3. CONTRACTOR TO FIELD VERIFY EXISTING (EX) CONDITIONS. CONTACT DESIGN TEAM WITH DISCREPANCIES. 4. REMOVE AND REPLACE ALL EXTERIOR STAIRWELLS AND DECKS. REPORT ALL DAMAGED (EX) BUILDING STRUCTURE THAT IS NOT BEING REPLACED TO THE ENGINEER. 5. REPLACEMENT DECKING IS TREX (OR APPROVED EQUIVALENT) 2x6 NOMINAL. 6. PROVIDE TREX (OR APPROVED EQUIVALENT) TRADITIONAL RAILINGS AROUND DECK PERIMETERS AND ALONG STAIRWELLS. RE: SHEET Al FOR DIMENSIONAL REQUIREMENTS AND 4/S3 & 6/S3 FOR ATTACHMENT INFORMATION. (EX) PATIO DOOR 5 `--- TREATED DOUBLE TOP PLT., EXTERIOR GRADE PLYWOOD RUN TOP 2x4 OVER COL. & NAIL &BUTT LOWER ONE TO SHEATHING ON EA. FACE FACE OF COL. &FASTEN W/ L30 ANGLE TREATED 2x4 @ 16" SEPARATION WALL FLASHING EA. FACE TYP. DECKING, RE: PLAN NOTES TREATED DOUBLE 2x4 BOT. PLT., BUTT UP TO COL. TREATED 4x4 COL., CONT. TO TOP OF SEPARATION WALL TREATED DOUBLE 2x14 EDGE BEAM W/ HUC HGRS. TO COL. ABA44Z W/ %"DIA. x10" HOOKED ANCHOR BOLT :I it .......... ......... . OF - Lu 0T T ci 0 12" DIA. CONC. PIER �- AS IN SEC. 2/S3 M Z SECTION \�4IiooiI S2 3/411=11-011 - (EX) SEPARATION WALL BETWEEN UNITS - OUTLINE OF FRAMED DECK SEPARATION WALL (EX) PATIO DOOR TWOMUNIT I I w DECK, FRAMING FOUNDATION PLAN SCALE: 1/4"=1'-0 TREATED 2x8 LEDGER LUS26 HGR. EACH END BEAR IN ASSUMED (EX) POCKET IN EXTERIOR WALL, F.V. SEAL OPNG. AFTER INSTALLATION STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructurai.com 0 00 ob No: 0802C1 ate Nov. 30, 2015 tale: As Note heet Title: DECK FOUNDATION FRAMING PLANS heet No. S2 1 4=J 1 i mc: 1 c ch t fu V ID can 1 CD 0 cr) (1) OZ c:) 006 T4rfu • 1 1 V) _ • 0 00 ob No: 0802C1 ate Nov. 30, 2015 tale: As Note heet Title: DECK FOUNDATION FRAMING PLANS heet No. S2 EXIST. CO FRAMING EXTERIOR 5 U EXTEND TREX BOAR[ OVER LEDGER E % 2x TREATED LEDGER/STRINGER A STAIR 5 WITH /4t1 Xe WOOD SCREWS AT E WALL STUD. SEAL PENETRATIONS INTC EXIST. WALL FINISH. TREATED 3x INSIDE STRIN( WITH GAP FROM EXIST. W, EXCEPT AT STAIR 5 DETAILED AB( TREATED, I INTER STRINGERS Cc OUTLINE OF TREX RAILING BEYOND, RE: SHEET A1.0 FOR DIMENSIONS A24 ANGLE BEYOND WITH 1/2If x 2" SCREW TO STRINGER & Y2 fix 3%11 TITEN HD CONCRETE SCREW TO CURB 811 CONC. CURB WITH (2) #4 CONT. TOP & BOTTOM AND #4 VERT. @ 161, O.C. 4 SECTION 53 3/411=11_0,1 TREX ANCHORED RAILING OR TREATED 4x4 POSTS @ 6' MAX. SPACING ANCHOR RAILING POSTS TO STRINGER SIMILAR TO 6ONNECTION TO EDGE SEAM IN SECTION 1/S1.0 x12 TREATED STRINGER. EFER TO PLAN NOTES FOR 0ERNATE STRINGER PECIFICATIONS P f -J P1I1VLL M I CM%..n CND OF EACH 2x6 BOARD HANDRAIL BEYOND, RE: DETAIL 2/A1.0 TREX STAIR TREADS, RE: ARCHIL SECTION 1/A1.0 FOR DIMENSIONS TREX BOARD TREADS OUTLINE OF OUTSIDE STRINGER BEYOND, BEAR ON CONCRETE PIER TREATED, NOTCHED 2x INTERMEDIATE STRINGER SEON 3/411-11,011 /411- ij 1 011 .J _ TREATED STRINGERS WITH LS70 OR 2-1-30 FRAMING ANGLES TO HEADERS TREATED 4x4 LANDING COLUMN, RE: PLAN FOR LOCATIONS 2x6 LANE W/ LL 1.5 SECTION \,S3 00� 3/4 Oil DOUBLE 2x STAIR HEADER WITH HUC HANGER TO FACE OF 4x4 COLUMN, RE: PLAN FOR SIZE ABA44 ADJUSTABLE POST BASE WITH Y 1t x 10" HOOKED ANCHOR BOLT IN PIER 1011 (OR 1211 WHERE NOTED ON PLAN) CONCRETE PIER WITH (3) #4 VERT. & #3 M CIRCULAR CLOSED a TIESW/ 2 @ 6t1 AT TOP u OF PIER & 16" MAXIMUM, RE: DETAIL BELOW #3 CLOSED TIES (3) #4 VERT. I I I_I I I I I I I I I 2 SECTION 6 NOMINAL TREX ►ARD LANDING 'CKING FLASHING AS IN SEC. 2/S1 EATED 2x8 MIN. LANDING )GER WITH (2) 1/411 x 4%'1 WOOD SCREWS? TO EACH LLL STUD ►T. CONDO UNIT :RIOR STUD WALL CONT. TREX 1x4 AT TOP OF DESK RAILINGS 4x4 NOMINAL TREX RAILING POSTS, OR ALTERNATIVELY TREATED 4x4, AT 61 MAXIMUM SPACING, ANCHORED TO EDGE BEAMS WITH A MINIMUM OF (2) Y2'1 DIA. CARRIAGE BOLTS TOP AND BOTTOM SPACED AS SHOWN J (,/I 11.11-011 4x4 RAILING POST FASTENED 2" EA,a TO (EX) BLDG. WALL AS IN SEC. END 6/S3, ROUTT HOLE AS NEEDED 311 a AT LEDGER CONNECTION ------_ -. Tom. RAILING POST CONNECTION TO EXIST. CONDO EXTERIOR WALLS IS Y4" SCREWS @ 12" MAX. PENETRATING A MINIMUM OF j" WALL SHEATHING TREX RAILING, RE: DETAIL 1/A1.0 FOR DIMENSIONS EXISTING STUD CONDO WALL WITH ASSUMED SHEATHING AND FINISH MATERIAL SINGLE SCREW CONNECTION AT TOP AND BOTTOM OF BALUSTERS STRUCTURAL SERVICE 6000 E. EVANS AVENUE SUITE #1-021 DENVER, CO 80222 303-759-2200 nmozer-renn@MRstructural.com 2x STRINGER FASTENED TO ob No: 0802C1 ��� ���` ✓�~ ^ -� ��"�} �' ;�~ • �y ' yi y • O BLDG. WALL AS IN SEC. 4/S3 ate: Nov. 30,0 201 • y y • �! it 04 0 tale: As Nate (2) 2x8 MIN. EDGE BEAM OUTLINE OF ASSUMED ---- RIMBOARD OF BLDG., F.V. 2x10 BEAM W/ HU28 HANGER, FACE OF BLDG. - COPE BOT. AS NEEDED TREATED 2x8 MIN. LEDGER W/ LEDGERLOK SCREWS TO RIMBOARD, SPACED AS SHOWN & AT 1611 MAX. 3 SECTION 1\153 11 1- /4 11 -1 0 �heet Title: eet No. SECTIONS S3 EverUuar7� TP GeneralIft A& Overview & GfflerA Extended Lengdi (Greater Than 20-Yeat) Guamtees .Wal Conditions 5 GAF Certified (,on tsar Progmn 5 Impections 5 Mgn Tables 15 Attadiment Tables 19 Specification Plates 25 GAF LiAv Rise Foam Adhesive Securement 27 Note. Refer towww,gaf corn for a complete lust of Proikict Data SheeLs and Chemical Resistance Guides, 0 you c Ei1 rr1 YOU cm find fiu*rr fitformadon at wwwVEcom, or coutad GAF Tachnicd Servkes at 1 F-411 (14W7"- 3410. w F(,Auxled in i has -r to becoine North America's lam& mantixturer of c it anil ra4dential mofing,* Patesmonal ronfing contrAmm harp long , rugg4 d rd. le dit only- a GAF mof can offer, and have made it the l lEtn'Inand in Nor 'cam * Our suom to growing flee coMmy to newly billion in alp hz hem limed mque I&Imoq of helping our momm For nmfing contractors =4 t Helping to build your business and avoid hamles for prop" awnen & l 1 . ung to mure W best and safe choice in roofing e Wowing sectiorm. 0 Welconte (",Uarnnoe Progmin Roti LV.qgn De-Agn & Applic-afionGuidelines: Mechanically Macticil Roofing Sc Roofing Details affoutible Genwrw $lam Roofing *Sburce, 201 F'e it 6roOVUAI M ^`S# �° t t issued,with GAF a W66441 I (a is not re4xvisible for cotexquenfial datnap%' in ease of roof although it may be cancelled mbequenth� by GAF for viomAlationt ns, wm aral conditions. EKTOW qwllff, or roof d'' be, used in rodmg systffw to be guaranteed by GAF, The folliawng Ls a War (Off eh nvanhranes . Evexfmard t- exViided-f agtb guarantee F -A) mil tronbrane (a ) b. EverGxartf EXIMMO Ti 70 Baas! IIIMabMae (f tec l ° ) c, EverGuard Nretnko TPO 80 Hot Inenibram (stz b) d. EverGuard Fit aae not to nbraa (fleece—back) Roof hiatitation Ilte sdection of insulation type, dikknez, and wifigaration is tlsty c `t , c°ug" , My , of conned t. GAF rtsem the tight to acapt or rem any roof insulation as an accqLible wWrate for GAF rod wstem& GAF a a Gum- instilarim must be used in roofiniqftis to t guaranteeA by GAF. t» for as scally attarbed syn as* a nrininaurn of tw tars of insulation are "ired for both 25 -year and 30 -}ear Emc,uardS extentkA-lengili guarantm, . for both mtaxa JaYer Iaaa�.st be a cover twA, as Eesti a. taiga `ty %YW fiberboard b, DxiWkckO RS Board c. Densoe&O prime & mDuraGetard ked Board C. smuROCKO Rwith rd .Ingli ashy Imlyiso g. Blue Ridge StructOW it, admort,buildings greater tbaza t W (30 m) it, t glat nim have a afirtunaw ' ti.9 aaa)HCl t eligible fast an atended-length Gs Pledge- 25_ or i0 -year guarantee, All standard Tpo rnernbram Waratiteedfor 25 }vara am efigibke for & tig Guarantee FxIeTwOn. Fear ]note infonnafiW a. t www.gxf.coM AhftWRebirders With installations with openings in die " that exceed 25% of the total wall arft h. Wig, ", lap mechanical auadiment that ewed 6- (60 mm) oi [for JW (3 in) wide stwets, die reorements for an air rdarder am detaident upon buibling height and fastener densftY Roof 1. Fork, ,TPO CAAer Tape Beat V& Ibis is a hybnd wmr tapeof 6" 0 50 mm) of .045 ivinkiroad TPO mernbraric widi 3" (76guarantee lengths, lit may be flashed using EverGuW TPOinfar guarantee IMON up to 15 yeam no accqiudile Rodlildga 1. For EverGuare extended-tength guarantees, tow FverCyu=d`* Wk FlashingAmmsoties f. for FvetGuW* tedetxWengthTePIlim Of the type,lHushing MOML � � s CORWAU9,00hottt prior Wrkte" WWW km the new or Dkector * over any surfam or deck not coveml in this Manual * over a cold storage building, unless, a ventilated plenurn Wates the taild storage area from the roofing "m and substraW Ott Structures having conduit or piping Ketween the uO deck xid roofing mernbraine, unkss the conduit or p#Ang is insulted in channels below the top deck surface on roofs that haw an inaideipme number mid spacing of espatision joints or curi on any structure where dw is Imuted or no accm to die mol on a red desagpied for or used as a water -insulated or spray rod Made dirtd applications for any struiture where high -heat or hunridity conditionsexist such as, but not limited to, bmweries, creaments, Lundnes, textile nulls, pulp mid Iqv plants, sss"ir rain nioms, and canti * whm roohng mw an exisling roof s)vem that contains moisture, , thatt is ria frilly adheted to the substrate or rool ag ar provides an unplarly pqwW surface without continuous mid end blockag ' r ira y unusual condition notispecificathrl ), Ingh-tolulmiture, condition that allows die mof lempeniture to eAxW 1 *F (1' ); or 19r . ( C) for RverGuard a me coofirt s,st tt, , kty ittspKittons rn (AF are for its d not tante a waiver of any ofthe terms and conditionsthe uarAn . the job site tfrat do not oo to the wipmerwits of ki Manual ori rr ouni i 111 t to thea ark contractor. GAF, at its sale d` has the right to require cortective action as it dDeRIS twOmM to COR(Ovin to dle nqturementsof this General Requiretuenli Manual and the latonements fir the osuance of die GAF roofingsyVem *Lvantee, Provides a quick reference of attachedEwrGuard* mechanically roofing systan design * General SusWnable Design Utifizatim o Tc-ar r Re-cover Roof Decks WAS Roof Drainage EWumion Joint Equiptnent Mountingi Pima R "stance aaad Perfomance esaacy Water Vapor Trdder 1.1 Prolier ng syAnn design and *Ayuon requires the of many Won. Although GAFs iniperfise is in manufacturing,nuitertats arm iaa sliechch7ed roof consufthig,r compary Ims, decades exterisiw exliwicnce in the Iractical aspects of at�arr , Oure . " so s 1 ti the following X11 a tally sound WWs for design and selection F single -ply FNFAGY STAR* is a Joint program d the w& EnvjmnmenW Protection Apricyarvil the W& Delixurient of Famr, it is designed to help our natkin sue ewV and money, and to protect the cmdronment through energy-effident products and pradkm F teient chorces aft"can save budifing ii'atters significantly on 'r"fls With ' ; aR Alps as aaa aari t rate n ed %, aeaat The D ip in EmW and FirvinintriattalDesign) Green Building RalingSWena is a voluntary stantlard for develipirg high- i t sustamable butldin WD (hlsfacaftuaa Smarr is a prograva that aimals buddingpoints for salk4irtg slecified greet"Iding crania and requirements. Green Globes" is a wdAiued progyatit for green building guidarice and certificadon t includes an onsite assessmern by a third puty d is an alternative to dw LEED rating systern, GAFs u° 1 TPO is restto " to NSF/ ISI 347 * ' ,,W rf '` ij° fiboftMembranes. This 9mdard is the evithudiona "li > single- ply mentlinvies The,%vidard incl 'term the jivacluct life cycle r ,on through inamixtuting, nse, and end -d -life m GAF s rd ExtrenO TPO Roaring r i engtivered " Iiia t dt d sttsiaiaa Alit in rund,"Phis high- o r is also pared solar roof Ilan i siaa i liar' n integrated t hi ilr c f by roofing membranes expowdto Ott r t,and IN GAF scierifists have created a new grade of TPO sin" membrave that is lratilt to hadle- the extrente dartands that am rooftop aplilicAtions place n card BaremeO pilidetary, stabili7m, and 1. ' absorbers to each" fidiannance far beyond, current. uard Utieme TPO can be: installed up to 10 years prior to the installation of"at arrcalruaden, Instillation of 01Wburtlen will riot alfeet the Inembrule peditratance or my coverar of ward Extrerm's Plew contact GAF behim installing any overburden the rig ill Wilding iffilization can have a significant impact on roofing s " ilesign.7hebuilding utilization certsiderittis as fall ea * in internal tutgf Rekwid " : comdaukim indiuk. — IncotprArin o(avaporrelarder at deck level to control valior flow trim and through ilk- roof assen*, god lasterim to minimix potential for condensation rclaW — laniftattort (I through the red doelt, R l` ts'ci s' pourixt-m-Place concrete or insulating cellular concrete ow a SRIII Pa", T e Many roofing installations to nil,grewand ical �contumnation in excess of normalaidaime ,�n (ondidant ate ruts t a�°ate sth resuur rtts, food l ng , chenucal aid plutunaceuticalplaints„ tefinenes, n . ming arad manufacturing hidlities, and airlioris. Most nitifing materials are degraded by cation lantifiesof contaminants, and will becorne brig swdl and sin, or ` ne, depending on the aruerial formulation e ure, Le, , hunwaskin testingof matenal and, specific contaminant, of ming material resistance, Even dot, unforeseen comInnations of contaminants, environmental and a in oontanonant concentration prevent an absolute pmMon of resistance to contandnaflon in all but the, most c ounnnn situations, Rekrwxt AmfgWwa#A#uxrei i 'tett : isolation of contanunateil roof area with expectation of mom frequent rod ineuibrane replacement PaWk power washing of roofingribrAneuith moderate PICSSUIT; [invitation of ' l h of cmitannnating materials, i.e., Pleme er to wwwgatoom for detailed TPO and PVC Clentical Rmistatioe. Chads. NOTEa t guarantees on any GAF ineridintne, including TPO and PVC, R du not ww dainage due to chemical contamination, The dec,' "" to or to i / an etisfing, mofing x.mem befw installing a new "ng systern is not Away-, dear -cut, Although not an Miaustive list, the foil `n elanents typically require consideration for any reroofing — Replacement of or structund pann t% -- Ifliproveruent oftoof access; aan of urnaisociated equipment mounting Remounting oftooftop equipment to allow proper roofing flashingtechnique; — MaIdung of architectural eft e tsr such as special perianxer nnetalnrd Repair of deusioraW parapet Arid penthaw walls; Protection of routing merriloarte by meansad concrete pmw iuvtlay or y pad "ent- Tear-oWRqdace Fadan rr — Two or niore existing ivafsi Oudding code resu"oriL Structural weight lid , Move than 2 . is flashing height limitations; Need to maxinoze maxilong-term The basis for any t is to fwWde awndsubstrAte for the installation Ada new roofingsystern and mournim posentud dxWe f At a r` ainunr, )bAw*i,g comMautbrunavmnuwdhd, nailer: before i runt 'als — plan a tear—off s sin that roof drainage patterns Wocized, and so that construction tralfic is di new mrf areas; new to tear -off amas from dirt, Re Feirtors dw s%pw ffie n-axw qymx*h inda& Need to nnimmixe ca ,ti -- Difficult access to the The basis for any reproject is to eliminate drivers in the oustingrem ammidy sir that their cffw on the new mofing system is initurnizei At a rrt" ' rc, a#enlinij to AbefoUft nrrA is rncommenAd- - Raiseall pemneter flashings, penetrations, and equipment to linivide required flashing heights, s drainage defichatoes to provide positivedrainage; #• a Mod common ar ,kam le sn for the i Jlad roofing sNema t is the nVonsibility of er, org coutractor to iietemitne die fibm of a deck for a specific e g systere insuttlation, Jin.ge ( � - l decking igauge ra , 24-26 gang de& require a GAF teld Services MmWsor £ usually fire additional `cal fasteners to achieve, OOMFAMNe MOf attachment performance, 18 gauge, 20 puM xd 22 gauge Grade g high-strength l de,cks usually require few mechanical fastwers to achieve comparAe Mof at dime at perinfrozice --ktfn. 2500 0 anpessive(WO66 kil a -f Struare ' er), Min, 2" (51 mm) theta ( ), min. " (102 mut) thz ( zee -era . w be wet or frozen. if the deck Li determined to be vet, tt must be allowed to d-,. insulated of equivdeat thicbm to the met insidation most be at perimeters and prqection openings to act as at instlation to provide for the `Jing of tlae Ranges of metal Hashing. Ridgei and other implanfies require, Voiding to provide a vnoA and even substrate For non-fteulated decks, itallersret ° be ffabh with deck When ing instdation directly to flee deck in hot asphalt, prime with agiWconcrde priater, meefingi1, at a rate J gai pie (:3.8 n0f ) and allow the primer to dry or to the VPk'AfiOn o(the toofing N . — lbese decks are usually manufactuted as planks car sly (utsoucted of sW-reinforcedd cernent anif d aggregaw, nisi ruade with hollow to MhumizL their %eigitt, All deformed pancls naist be a e• rttmeends a norarmim " (l n) ceflular lightweight conaw fill be installed ow all preianvied concrete decks prft tra imtallabon of die mdsv or insulation because variations, in camber and thiclum tnay secuternent o(the roof srAem df tlL sJtaas nutitbemadefirr dw curing ordrying of thefill installed over the top of , sl deck me;4ers Do joists between the sl tae oWn to penrotventing and diling of the roof fill frorn below. — Must be c.aurd prior to apphoinin of the roohng s "gat O days is normally required for Woper curing Owd curing agents for compatibility wnli roofing ntarenals. Peor to die installation of the roof zsanbliowuls the of sat 'ice and deck*s through the rise of ASTM IM26i or a hot bitumen u — Must be porued ow removable foam or mu °de for bottoro We r' g, I'loureil-in-place strucutral cencrete that am VxuW over noo-vented era or pans that remain in place can trap moisture ars the deck under the roof systent and ate not accelttabW The uniletskle o(the woete decks, eulver ties venrol f ten rca n ttaaa to all flee r>f els fleet the rtttxst snot Joe as do } . poll-. f f let' to tJte bottrrt ref flee t fs mproofing, or point which dxamet the venting of the corxwte, are just, three exanaples of e dwk a&semblim — TAX and staple fastening vislans may be as they,when comply with k" building codes and agende& secured— Must be installed so that all four sides of each panel beat on, and am secived to, pitsts and am blocking; the panels must be s r Amociation 4 { .. not acceptaW — Panels most be installed " a I/s'ui I/j" (3.1 rom to 63 mm) gap between pantisand must match vertically at pants to withili Ve (3-1 nun), — Decking should he k" dry W roofed promptly, after Tape and staple (asbening �vAenv; may be d on wood docles VIM thq oil* with local ktilding codes and agende& Ded shall be attached with Mweved lasteners at "Wood swrig Consult local f concreteGypsum — Adim "° (51 nut) dockam declm lur the Wmer manufacturer must be dAaW4 If proper mechanical aftaclunent cannot be achieved contact the GAF Tedinical flodine at 1-8WR(W-411 for assistance with dock is not 2- l ) d* -- Tongue & grouve panel edges required, Of imsulation coniposite decks for use with Dally adhered systems require a GAF Field Services Manager's or Director's appmvaL 1E Should nre, be installed over high humidity -- All surallas is must e , a 'c as 11 r lateral t, Ir"Latift Concrete (5l ) tla° r (13 ) ffunerWW top panel, — Pwyvyme or polyisocilturrate insulation is optional, LL 1371; - MOO COUIRM SUMMM wall npes are suitable substrates for the ,. a URMW joints' — Spht-face Mid, textured Mock and back, and 0 coating to provide a =)A and mm sub*ate suffacc National bead titre a minimum 1/4" per 12- (63 to 305 nuu) slope to drain in order to provide positive t `n tie d bttttdtat gray Hast be �tat� by tar ° arts t st t gn ttcsa, In Situalnins Where W e* widitions,and height above the roof sUrfani, prapdwall heillhr, weep trade locations, roo(up eViptnent mounfinA or other lactom prevent t% butalfaiian of fall s rafts qstertta combinationof additional drAift t x apt to direct drAinage to drain points should be consideed, — Summ finish and FJFS qstans must be mwved to the underlyingsubstrata surf x B a SkVt new tar. 24 puWsuet. Min. .t1 " ( sasses) aluminturt. gsted feinels rquire oveday ofas."" (12 mens) pl3woedt boardunented strand or std tat Underlying statute must Am se un saaent o(flastung at presedbed far& Mechanical attactintent to gywin pamls, is not acceptable. Use of s pnel decks reiltdres CAF fiddServices Area ManWs coat. KU, s,! , 11 Z r. r IE t11 1 tennimted Am of the e�d of the roollf1deck. to function Property, — "gn drainag Raw patterns so they are not blocked by any .ftdurA expansion joints, — Where possible, position vWkw-As on roof access points to wt Aw tralfic over Cron johns; provide Protective coverhip for exlmnsion joi at locations of anticipated roof trAc. — EwGuardO Pre -Fab Eqm-amjmw Own; are available. 1; t, 1; 011` area dividem ARM s — Referenced by building 1001 Willi Its Perhoew It The perimeter area, s defined in the alwe table, gray be adhered as are alternative to using half sheet& When adhering die perimeter aw* the nimilier of " Wabon fasteriers most be increased in dr -se arms, rider dte 1 t , for affiered rr Refer the Jay -tip details in tate r ar lly attached qstan seWon for requiretriertts on the installation of doe half sheets. Now Vhen designing for wired l ensure that the proper building elate . i s (closed, partially ckised, or s twd of the building has large openings (i.e., docla vath Inge loading Wys, etc.). LWOW classifications can result in Mof attachment ladure cuied k designing to kywff loads than adually dist for dxee building hi questiott. Thenual Umvirmwon 9xidards Iran been estald"' g codes for most buildings. W insulation installed "t the mof deck is s fauctial ruearts ofacheMng the dfimides. In *Mfirn, die use ofWW"ored reflective niernbranes t redta the heat load an air conditioning eqtri r rt, as wdl as provide a moderating effect on the (eniperAtive in proyintity to the btrddin& U -Valve — tat The number of BI`Us ( y) that paz though a I - square -foot (0 l" ) sample of a Mal material menibly in one hour with a tenipwaire differetwe bebwen the me surfam of t degree R (I — 11wonal Transtruttaw aplilies to an actual whij nrAenA assembly, and as mxh is a quantitatne physical than can be used to represent the l thenwi performance of a . Thermal °" ' �_ n b " diff v x tu Surfaces diffmoce) dig is mpred to art amV Ow of I 87U dmgh a t -s -C (0.1 sq satrrlrle of a given material tri ft s in one tmr. _. The R -value is the mcipooral of the U- aloe, Tbarrial Resistance appliesto an actuid thidmess of a material, and as such is a quatifitative physical Property that can be for detemoning insulation i ts. — A measurecd" the of solar aM dw is reflected away hoin a surfitce. — hark materials absorb more heat hunt the sun and can be up to 7OPF (21 IC) hotter than white stuface given the sane outside temperature and conditions such as word speed, kication, ett — A nwasure of the infrared radiation entifteda mof surf Unlike reflectance, h4mied emWAity inky not be affected dirt or discoloration of thesufface of a matedal, folkiwing rdenaxes pirivide ivaliul infimnation regarding enevelfictency- * ASIMM Fundwriattalsa 0 — Provides iletafled design calculations material energy marder Information ublimil by niechimical engincers in the design of heating, ventilation,air-conditioning "em -- Suitable for complea energy r as sdar twit err, exter for shading, hitalbuilding envielope, kidding u.%VA And lighting. a smoilkel method for determining tinet of a rr to i t low -slope rodsYstem. — provides a simplified r for determining the eneW cost savings resulting, from the installation of additional n4insulation. Suitable for most -relevaluations, t — Go to a .omt +venal ICalcfa w:htrrr to fired. the Cool it lator. — This tool measures the a` savings for 1 - with sear-hlacl; mof surfaces. W H[c „ for projects where them is a significant difference r`rr vW preswre be"m Itudding interior and exterior, the volume of water vapor How is noich, greater, and corarolof water vapor transfer, ado and through t considcrahon Without adequate control pimrimms,the end insulatim become mooved, with water, with a conelaiding weluctern are insulation al performarim Structund deck damage xW condensationor into the building interior nervy also a vapor H is � inrations av following is a descrom of common terminologies: PftVWaM time rate of res throu0i a flat material or Construction induced by raw pressure ififferexxv between two specific surfaces, mWer specified tereWrature and humidity condifions, Units of permeance are expressed as: (gr) f (h) ( ) (in ligy --'fire penneance, or Petro rating, of a material is a performance evaluation Wc& to a sample of mateiial, and not a Vmfic pmrq of the material. Relative humidity is the ratio of pressure of water vaIxr Present in air to the pressure of fullysaturated water valm at fire same Wripentime.. Relathe humidity is expressed as a Kicentage. air#t Te ap eaax — ire tareperoure atwtuda air becrintes satimuedavit% saturated v (f relative humidity) and condensation begins to f — Dew Point Temperature is esf s T T a °ay calledNomxalty� the, hioter the tempewitte, the higher the vwr pressum And this is typically the warm . In determining the, r for a vapor murder for moa typai Conditions, the eklemir winter temperature mid the miertur vinter relative hundility ate die most critical factoos, c "-- A nurrAw of base considerations factor tato the need and location of a t4w retarder. Determining the need and location of the vapor retarder is the reslionsibility design Kofesomal, V retarders am intnied to be it led as dose to dw side" as pwsilile, INminally-, this plao5 the vapor lerdi , ural deck or di rnintrrral layw of imulation or firs barrier. — Asufficient amount d brargyGuarC insulation be insuilled over the ret ' die location `the point wperature abow Ow level of d -e raw -- Vapor retardemshall be y sealed at all perunder and penetration locd , Sealing methods stall be sekded in accoidance vAth type ri rapor murder being inssulletL Air leakage at pefinieter and penetrations will signiftwitly reduix the effichvenez of the valw murder by allowing mom air to penetrate ink the toof assenNy,it can condense and ca ratio_ kd&og USW Normal building usage mich as officts, schools, retall, 11mie generalizations am to intended to substitute for actual raw flow calculations based Won speciffe building mid d6ctic conditions, The Coe For The Use Of AV A vapot tetairler can long-term al resoaanre of insulation a the vapor retarder and the membrane, A vapor reutrifer provides a good safepxd agat migration in case a iarildines use charges fmv a Ary* use toa, im - The Caw AgahW The Use O(A Vapor Retarder — A vapor ler is a disa"itagein summer, when migration is generally downward dmigh the mo( HK htarri i air can infiltrate, the mofing °"& °ch" through ts„ or via Musion through the roof mernbraneitself: if this occurs, inotsture can condew within the roofing s),sten The folk ' g resoures may provide infiarnation regarding vapor mars. — ASHRAE Friar talc It n Y t a>4 x�# IL .a »..M.,, __ .. _.. �.:_ .. �. ......, �k ,... � . ,.. 111......,.:.. ...,.....� .... ,...,;._... _.,.� ys' �Y �Y IL��.__..---.... Y � X1: ° ........ .w.. ... w...... ._ P. is Ell In A IE rMlt E ! Aa % 4 rsi Ja t f P IE EB s Y k t t YYY FFF Y i EB TABLE FOR MEMANKALLY (ttt" fidd shecK except utnoted) 3511 DRi1I-TEC' HD (1 2:. lbrough the deti 6" ox, " pt 3511 RUL- EC— HD (#14)e ih o.c. 700 BRIE FC 'T T barbed " Wtth 12' .. 6" o. . 700 -TEC` 111) (t) e bathed 1" into dx de& UP, o,c. 6" o. cwwmttHD 900 DRILL -TEC tt „ tinto the?" .c. "' o 900 DRIU-TEC" ble barbed P° the deck 12" ox, "oc. DR11.L-TEC„Soke ble barW 11 " into the 1 " o.c. ir o« . 450 DRILL -TFC" XRD 2 pl. badied y XHI "V di f 2 O c 12" 6" o s. UOAVkigm 50 11RIU,,7FC .8Rlttt (15) at c barbed +qgp/4- 6 the fort n 12" ox, 6" .N.. �.. 1111 1111.. 22 SL standard fam 3,501)R gy-TECH 1111; Y XUD %}#f° ttaoa tt t "'° " cz.. 350 DRILL -TECH" 1111 (#14) 141 2"double hid 9* form 3/4" throughi.dW ls.P[{.t.8 " y a4r.. M'S`" i9LA.tF i.n`i&t2R#1� XHO tit a 2,W 314" through the f 6" o.c. g (17 $ Z" through die forru t? t9L. ��� 24 SL Tett 1111.. DRIU-IEC- 1W (1D 1111 2 through t$ he i mdd <aec. 350 DR -TFC:' HD (1.) double barbed V4' through the form 6" o c. GYPUM 400 DRILL- t.. - dmble b 11/2- into " o.c. 6" o: . CAmatte 1 1 11 ttti DRILL—TEC— Polymer " pp,,� b Vitt 1 111. 11/2" Ra az.c. 64'ox, � 300 DRIII-TFC- 4qqgg A^T°lk p 2"doublebadW 1 1/2"into the deck 6" ox, wow FAW 300 gg tJ['gR RifmG PoIrner `tae barbed 1 1/2* into the, deck Vo.c. psfis . n: p4mi to 1 tis. per squam foot (439 ro of uphft um, rckuxe and may equ& to 1 114- 1« Refer to current FMK Appmval GuWe. AT: For dcogning at elm tft pnwurts, ple-aw consWt the ami" WRC Approval Gan OO it. FE m IIII I IIIIIrI�I I�III�I III IIII�U� II � ILII IIIII�� �Illl. �� II I�III�I� rt Y � III` FFF 111 a 1 111 III I I,���I DIIII��IIiI �l �lllll� II III IIIIIINM�NIgI �II�I I�� �, 1. I�M�IIIIIVI�I�����'li'N�NI��►rll IIIII��III�NI1111II!I��IIMINI DRMAEC." HD IIUIIIINNIUII IIIA II!I,II� ��,I �1,1�4 �� ' III�III I�f IIII �III�Ip I��I Illgpl m PVC MEMBRAW TABU FOR MEOAANICALY ATtAO*D SYSTEMS values (65) Type Pau" Park," 700 DRILL-ITr XHDm 15 DID I" into ffie deck 18" x, " .c. 700 DRI TECH XW {15 2 &uWe badw I" rotas the 18" at.c. StruStu 900 1U, -TEC- :eke 2 W WW 11ti 1" into dw deck 18" Ot, 12"Ot, 900 ItRI1I.-TECH Spike r dmW badw 1" into tip 1E"' , . 1 "' n c. 1 11E1 t. i 1?Cw Spike 2 V4 SXHD 1" into the deck 18"qac. 12" o c. 5R DRU -TEC C XHD (15) " faa IE" tae, ts.c. yhtwcot 450 I 2~ doub4e batkd 3/4" dirough the fat 1 " o..c. 22 gL standard form 35i1 DRII.I.- ' IID (1 2 W barW SII)throughthe form 12" este " or, 350 i1RII 111) 2" doubk baitxd V4— through the f " t3.c. 350 DRIII-lEr XHD 2,W W J/4- thmugh the foan 12" n.. a" O.C- (15 Lightweight 350 I1 LL ILII 2" e -V4" 1l the f 12" o.c. Concrete, 4 gL standard form 3501 DRILL -TEC- Ilii 2,W Rh f I2" tact " .c, 3 I)ItII t,TFV 1111 f1} 2" ' tae f 1`2" stet Concrete tk1 1iR1I L- C— polymerpolymerer <" 2 . to I 112" into the 12" ox, r pour or t 400 X 1)RII�i-'Isc rew " 2 ml) 11/2- mita die deck, 12" nee, 6"Ox- CCUX"00us 300 DRILL-TFC polymer 2" IIP- into the deck 12" €s cc, wow Fiber r pand iODIIIc DRII.f TEC' I 1 2"' attar t he deck t2"" este, fs" o.c. V is attaac t to 1 n (439 kg;/ c tit re a y u to IM 1-90. Refer Rete teaaumt FNIRCAppixival NUM, For 1p ' at elevated uphlt pxwum, comilt the cumi, FNIRC Approval Gaits/' t V. EE PENAM HALF SHEEt TAKE r Fm -0 W toMIN �I pl II t µ , C fi .. n. NMI Built -Up Roof WON W URF -M (For "rigbo l' ` ) L -0 ) Wyft-d (F C�34' (4 -Io m) ' 0.5 in),< 052 nir ) 35`-16 1` 00-a ni) 1W (3 ) 6" (152. ) 11`;Wulz Pedinetu amwidthdWMghOUt die pefinwWrmil conler MI 0O[L <xto* (1 ni) 1hewidth of this rMon is defined &s the lew of the following a n : t 6 #: { Dt Y Y i , e F 1 ®* NOW The nnniolum width Is 5" e attached in the lap with ingallation Wications P ; Execudon KI RE M k Mechanically attached heat -welded thermoplastic sheet roof membrane sWems, R. EverCruard' PVC membranes are, not com&Ie with Ever(Amal" TPO and EverGuard Extreme TPO inateriA DO NOT mix Ever card PVC strath EverGuarr M inernbranes, fthings, and flashing ac rtes together in the same rooling system, 1. specification Desig"adaft See Specification plates. 1.03 Rephlory Re"hImeats And "oh Confavvia A, Coolonn to all applicable budding and fur"Ictimlat codes, including toof assetribly wind W� and fire-I'Mistance reilinnanents andslope limitations, GAF recormitmila at least W" (6-3 n1m) per loot of slope with proper grading and placernent of "nage oudets. or red adhesives, seafams� and other productssuNed to d4t regulations. C potential prob as well as potenhat c"hous th lation and p lfornintce be resolved prior to c ufth the be accomplished hy pre_0 mofing contractor, ge: own �vioc whose work will involve the roof."eWmlated wsew, and the nranulacuuWs representative, 0. Themllowing am common iWm of discusoon at a pre -job conference, I . Roof de& conditions, I Flashing mid expansion print details. I insurance underwriters or building code requirements, 4. Unusual project conditions, 5protection of die toof, building, building occupants, and contwLs during and after application, 6, Application techniques, 7, Ckadinatkin andWieduling of other trades that will be wadiing on the liniject. & Designation by the mgr of a qualified Per= restimi0ble for quality control, 11his person should be on the project full now during aliptkation of the roofs", and should not be replaced without it* approval of GAF, 9. ScheJuling of mahand shipments, material storage, and mo* loading, 10. Submittals of materials, dravvings, and project docturrents, nil 1 , And Protection A, DelWff products to site in original containers with seats unbroken and labeled with manufacturers' name, product brand nxare, and type, B. Store materials in watherprolected environment dear of the ground and moisture, in accardance with GAF instructions, Store all arthesives, coatings, and sealants/caullts to protect then from freezing. Frozen material must be discarded and replacc& Properly seat all liquid material container, after im C Outside storage of roofing materials 1, All materials gored outside to be nosed above ground or mol' level on pallets and covered with a trupatifin or other waterproof mid "breathable" materod, Insulation products "old be propedy stored and weighteil to avoid weadier and wind damage, 2, Factory-ingaill plastic wapping is not designed is firotective covering for imitation materials and should be removed, L%e "breathable" "e covers, such as canvas tarpaulins, to allow venting and Motection from weAber and iniasture, 3, Cow and proted materially at the end of each day's va& 4, Do not remove any Protective tarpaulins until hamediately before ors ater.al will be Installed. Extreme h( -A or cold conditions nuty require special storage requirements. Refemax- product data slivets for product storage requirements, D, Follow, GAF directioms and requirements for protection of rooling materials prior to and during in"lation, E Do NOT use materials that are wet or &xnaged to the extent that they dill nolonger serve, their intended purlxises, All mot insulation that has been wet isairsidered damaged, mi if later dried out. Resume all datyu%W materials from the Ogre, F. When stal;ing materials on the roof during aplilication, ensure, the deck and structure we not temporarily owdoaded by the weight of construction materials, G At the job site, no more material shtiuld be stored than what will be used withinWo weeks. For periods longer than tm weelts, the naterials should be property warehoused, i.e., dry, ventilated, on pallets, etc. No more inatenal should be stored on die mottop than can be used within five days,. When prolonged inclement weather threatens, it., rainy seasons:no niore roofing manijak should be supplied to the moftop than can be used within two day& k Do not apply mohng materials during inclement or threaterungweather, D. Material installation dining high ambient temperature xWor hurttiditl, kNels (qVically above 9rF (32"C) xWor 90% relative humoli j can result in poor Installationquality due as to barn on dee mianbrane surface or mvwvely fast adhesive dijing rans in hot, dry . Do not i l materials when moisture, in any form, is present on the red deck or substrate to Anch die materials are to be applied. L Mattrial, installation during of low araldent temperatures, 'ally, below 30;1F (OOC), can result in poor irstallation, quality. To avoid these pmbktm- 1. Store accessory materials in a warming box. 2. 1.4 as soon as possible after rearoval it= wanning box 3. Allow adhLssivesto froperlycure. Adjust ins to ensure pqxT welds for ii le butt conditions, . 06 Working &Mkonmera Work should only begin when the contwor has decided to hist bet satisfaction tha, t all 40cifications am Workable as specified, and that the contractur can med project and code requirements, B, The contractor should only begin roofing work when the substrates have been prepared as necessary, and am ready to accept the. mofing materials installed as Vocifted. C Provide a safe writing environment, including, but not limited to, adequate fall protection, restriction of unauthorized access to the work area, mid protection of the building and its occmpants. c hazards,to,keeping in operating m* providing adequate ventilation if adhesives are used; and daily botwkeeping to remove debris and other details on safety. E Protect the building, contents, sunoundmg area, building t rooting is unavoidable, provide and use adepale, ardior 0)vood, set over a minimum n board insulation to putect the newly installed mof G, Provide temfxM water cut-off; and fie -ins at the end of each wmialxyRemove all temporary work at the beginning of the it When tearing off an existing tuernbrane, limit reaurvid to the area that will be completely remoled that day with the new mofing system 1. if conditions ate uncovered or created that would be detrimental to the proper conduct of specifted wk d immediately building (mxT x -A CAF of thew, conditions for consultation on acceptable treatments. El A. As vvith any construction safety is a key efernent, All applic,able safety Avtdards am good roofing litactices mug be followe& Read and understand CAs Design Guidelines beftue starting application. Follow all precautions and di 8, only property trained and prolessionally equifqW ronfing conuxim exTerknoW in the installation roofing applicatnin, should ingaR these spAms, Never a . . contact betseen the heated surface of a hot welder or other tool and die i 's hair, skin, or clotting, AWays wear protective geac, including but out limited to: h goom v -duty fiores, and smig-fitting watt-fittingclothing, . Solmit-containing accessories may be combustible aril should always be kept frout heat, flame, or any source of ignition- Farip contamers must be d4gwd of in posW to subonce laritifills in accordance with local, state, and federal regulations. D. lboroughly train all personnel in first-aid procedures, and always comply with all 0SHA safety standards and fire ,Also, use extreme caution when working around equipment such as gas lines or HVAC undswhich have ektrwal or gas connection& A. EverCuardl*TPO (Srnootlr Reftiorced) 11termoplistic Polyolefin Membrane - B. Ev uard WO Fl It (FB) fir tail r ern Mffllbrane C. FverGuard Extreme*Smooth Reinforced d Fleece -Back TheonoplaWe l e- galasic Polyolefin TPO Membranes. Thew, mernbranes designed to provide high solar reflectance and seat rely high IN and heat tvsisbmce R r itaard (Smooth Reinforced) Thermoplamc Meralmint E, E fleece - fleece -Back Thermoplastic Mianbrane, 2.02 Flashing A-EverGuardw membrane flashing should las of the same type and thicimm as the roofing membrane E i * Fre can be used with uard e for Hashing in die same thickness the field membrane. R. The use of EvetCuard Ear rertte`* ITO flashings is required on Ev r uarrl Dareme* sysms, C. Because colored TPO niembranes may esltib t different wWg charAderistics, conW GAF Technical " ` attempting to weld different-colonxi TPO membranes with white membranes or flutings.. ti.EverGuardO TPO and membranes are optional flashing membranes for all card d PVC rothig systm, respeiaively, Iliese membranes may be a solution vdien a contmumaW substr&is encountex& 2.03 Mshing Amemries A. lia prehi flashing aw-mones must be of the same type as the roofing aiondrrane. R" For a full listing attd descriptions ofthe lea f. FverGuard T't and man! Fattreme* TPO preformed R nes see the Aect ftarthe, isc wt w vying with. C. Ilic useof EverGuard F T flashing sones is on EverGuard Extreme* sysstera& tt.All EverGuard*1 accewries must be indoors and pristected fmrn moisture and extreme ternperaturm. See specific irstru . ns on packaging for° further detils. t A. D611406- membrane fasterm and pt , insulation fast Plata,aml flashing fas and inati . Refer to the 11ai e antl the pri rnent T° art this Manual for the c , length, and tharneter of fa, r. F. Ux fastism that ate suitable for d ensure the deck is of the reel thicknitis and condition to enssure retia ile imudlation and performance, C Fasteners, in flaskings should be dictated by the substrate. a. ErGuard`e TPO Bonding Adhesive for ?smorah-back mernimuies and imiladon. b. F . Oow 4Bonding Adhesive for IVC srawth-barkb FB menibranes, c. F iGuard ng Adhesive for TPO r t 2. water-based a. EwGuard* WB 191 Water-based Bonifing Adh�ssiw for smooth -back TPO irmbranes, TPO FB membranes, and PVC FB 3. EmuGuxd*tow Rise foam (LRF) Adhesive B. Sealants 1. EvertoiardO 2 -Pa, turdiane4tased, Pourable Want for u in sealant (pitch) pam IN 2. TOKOAr Flexseal CaulkGrade, a white, solvent -based synthetic eliftneric sealant for we befund termination stainless danp, drain boW and meter areas between dre Albstraw and inembiane. Ms includesanvhrar at the tr a edge of flashnigs where constant gtr ure is Noed on the mof rambane. . FrerGuard 'Pft Cut FAge Sealant. EverGuaTe TPO Primer. FverGuard TPO walkway rolls and PVC walkway p& r A. T'tte seleLlion of insulation Mr, duckiess, and configurAtion is tate..� tsiloitity of the architect,x, or consultant GAF mserves the right to accept or reject insulation s substrate for GAF rod syr GAF Fn insulations; must be used in systems to be . R. card— firain firinsulations el the qjvs lNud below are accTlable. The actual minimum thickness of insulation sill dqx,nd on flute, spacing. Refer to specific Product DaUtSint for further information- size can be 4'x " or 4'x R" (.2 to a 1.2 in or 12 m a 2.4 in) paneh for mechanial attachment, and 4'x d° 0.2 to a 1,2 in) for adhered alldmient and tapered Pands, I. Fn - Folyisocyanurate Insulation icith glx%4,MW law meeting or exceeding the requirenimts forAM4 C1 [mm. iii psi (t.I ) coutprezirse strength], 2. Ft and" F gate Insulation meeling or exceeding the requirmients forAMM C5578, Type f1 nominal L5 pound (2 graWculdc ) density, and minimum 15 psi 0.0 ) compressave gdt, uar d' Expanded Polystyrene Insulation nth Oastic facer ineefing or exceeding the is tot &TN C Type It nominal 1. r-I*u d (2 gram/cubic cut) detbity aced minimum 15 0 (1.ti ) compnis;sivestrength. C. The following additional houlations z acceptable for to roofing to l guaranteed r lay . . P ite (A,qM C72< . :till -1-529) Fat ite Roof Insulabon Fn_ tard,- Perlite Recover F °f,uard- Perlite Roof I, dation l Fuer rd- Taliered Edge Strip Fiber SmA ( FS 111,1-53- +> Class Blue Rid a d la Density it Roof houlaton PolYhogaltvarate (&M C128M ErwgyGuarC Polviso Insulation, as above EncrgyGuarC T4rred Polyisu insulation Composite Board Polyiso laudation . FARMGuafd CAXIVOSfte Boards af e manufactured red to vanous arms with either a perlite or wW filer top layer. Cantact your nearest CAF sales rice for additional infonnafion. 2.08 MO Traffic M 1. Ener "Ard''h' 03 nun) F*socyanurale Re Board Insulatinn with ineding or exceeding the i n for ASTM C1289 linin.16 fro (1. 12 c) cornurmk strength] 2. Ener taard �,* .� mrm) F-f€�lc� sr wlffine n car ea ian d rRi rr ler li578 TV ruin. 25 i t1. i coinpressrVesnenol. 3. Ene card- Vz' (13 n) EPS .r Board meeting o exceeding the requirements for AsTm Dv8, INpe tv main. 25 psi (1,8 lr ) compressive shengtill, 4. r u " 1/2" 03 nim) EPS r Board with asbc facer rneefing or eiareilingthe requirements for ASM D578, 1NIt min. 15 psi 0A Kg/era) conVeme strength]- D. SECUROW Roof Board SEC l7Rt K Raaf Board is avaibble in 'A" 63 ), `/,,7 (9-5 ) and Ali' (16 rmnr) thickness. It can be used as a fire barrier, an oveday'board, or as a, re-c(Aw board, ikrrslW, lensDecV Rom and DensDecks Dur Gruard Rho Boards (ASTM Cl 177) NoW. Roof Boards sold and distributed by GAF am aavpW* for u in vatiom roof vystems as oveflay and w Refer to individrr l C.AF Roof system SINxificafion seerkm for lunitations on the use of dim insulation materials. 2.1 M Slip Sir torr LtM C. it hielcl Salo- underiayment, a 1. Wood Nader's. New wood naders must be #2 or better hnnfier W NOT use asoultic or lumber. 2. RoDfing Nails: Cialvariax! or non-fronis qW, and si re as required to wait application. 3- Temponvy Sealant Pol)umthavie f "ant orsonflar as required to Provi& tempomy w*ifight seafing of ng, 4. Air/Vaprir Pkirrier Polytthylene 4weing, shi eligibleALOV resporisible parties berme new twing work co; m Ver* that the decksurface is dry, sound, deart, and iand free of depressiowwaves, or projecitons, E protect building surfaces agaimt damage and contaminawn from rouling work F Where WA'MW continue over corupteted roof arms, paw the finished roofing wstern from damage, G. Deck prelitratiou is the We mporisibility ct the buddoig omier or cooling contractor. All defects in the toof deck or scbsttate most be cortected before roofing wDtk commences buildings greater than 100' (30.5 in) in M roaq ght is rquimit; exposed terraination bars am not acceptaMe. 3. Appficadom all aisfing toofing Materials to the ted decking, 19 flashings,ax drain leads, pts boots, and a is and clean substrate surfaces of all aspledt XW adhesive contanonams, B. Confino quality and condition .ln by aat ai inspection and lay faster pull-out testing by rod fastener manufacturer, C. ` ore all l 'ra& Remwm and replace all deterkirated decking. D- Remove abandoned eqailanent and egaaipaaaent sates E Confirm that height of equiputent,supports will allow the installation of full -height flasitings, F. Air Rdaider - EmGuanl to TPO R sterns f. ' lie eerGiazard Viae'* 7PO RmfSywm requires an air Marder where large wall opemnp mater than 10% of a l wall area can be a during a wind storm, including openingdue to storm . refer to Factory Mutual Loss Prevention Data Sheets 1-28 and !.29 for installation procedures for all toofs v4th large openings, E K. Re -am insudhitions over coal tarp roofs require thA the existing loose. Wmet be broomed (do notspud); if high " reumitt, use a thicker insulation board to provide a suroodi substrate for the Ever(urae membrane, Re-tavers with EverGuards' TPO mediranes oter coal tar pitch roofs respite the installation of a minimum 1" (25 min) re-ww board prior to the installation ofthe membrant Do not we EP"N twer coal tar pitch mofs- A nottinium, 1.5" (38 mm) m -cover board is required for MIC applications. 3.04 Wood Nager Instaffation X Acceptable lip sal I . Solid Blocking- Prevre or non-presstice ftated vAxA #2 Gnute or better, nominal 11/4" (30 min) x 4" (102 rum), Vh" (88 nmi) minimum, 2. Shim Material. Plywood, 'A" (15 min) x width to match said blocking, R. P-sisfing Nailias Va* the conilition of ousting red traders and anchor to resist 2501. per ft. (550 kg) load applied in any direction. I. Dfifl-Tec'm 19" (460 oun) ox, aftai:Junent to structural wood, steet && Min, V (25 min) thread embedment. 2. Dfill-Tec' spikes or 1111- .tis 19' (460 min) trc. attachment to concrete decks. mm V (25 min) shank or thread penetration, 3. Wood males; attached to &vpm concrete, cellular contnae, and ceinerifitous wood fiber must be f2goW 12" (305 min) o.c., through the nailer into the substrate with substrate - approved Dill -Tec- fasteners, 4. Three anchors per Length of wood nailer minimum. C NOv mail .• Ar or to resist 2501. pert (550k l load applied in any direction, 1, Drill -Tec- HD screws 18' (460 rum) o.c. alladiment to structural AuA steel decks. Itim thread I Drdl-Tec' spikes or IID screws IW (460 min) ox- attachnient to concrete decks, Min. 1" (25 mm) shank or thread penetration. 3. Wood naders attached to Lypstim concrete, cellular concrele, and centerifittitki wood fiber rawst, be fastened 12" (3305 mm) ox, through the nailer into die substratewith substrate- aliprared Dill -Tec` fasterm 4. Three anchors per ka* of wood nailer inhormurt. D. Short IlaterW Secure simultanewWy with overtmig solid wood nailer, 1. Shim material must be confinuous. Do NOT use spaced shhm 3.05 Gypsum Board Instaffation ,k General 1. Gypsum fire barrier board must Morally be installed when required by design prdiessional or aide authority to address code or approval requirements. EE 1, Butt *Tmm boards together vdth a I/t" (63 min) maximum spam fidween Ackning boards. Fit &yPsurn boards around penetrations, and perimeter with a I/i" (6 3 mm) maximum space between boaril arid Wuati 2. Install Misurn boards in pieces a minimum of 2'x 2' (6to me, x 6jo min) in sim, placed perpendicular to deck flutes stith, edges over flute surface for hearing support. 4, Do NOT use gypsum boards that am wet, warped, or buckJ4 they must be des"A4 Insulation boards that broken, cracked, or crushett must not be, installed urdez lh- damaged am is first removed and d=rded, 5Rem(Av and replace glpsuru boards that become wet or dantaged after installation, 6. Install no more Misam board than can be limpedy c Wdy by the end of each day with rooting niendirate. I. Mechanical A a, Use approlimae type and length of Drfll-TeC' fastener for structural deck tae. See Insuhumn Attachment Table in this Manual - K Install required number of fasters ers per board size, and tn)e of m&q qstenj installed, Refer to die construction details at the end of this Manual. c. Pre-4tiflaig is required for concrete decks, and may be required for apsurn concrete and cementitious wood fiber decks. d. Install fasterier so as to firmly imbed the plate to the insulation surface with over -dr iAng, 3.06 Airftapr Retowder Installation A. General I Ai0rapor retarilercomponents mug typically be instatted when required by design firdesskinal to addrm internal building air pressure or humidity conififions. a. On all =airts decks — with opia, ungs in the walls or area d' y below d -w roof deck that exceeds 10% of the total wall area, b. When the internal pressurization of the building is in excess of 5 U, per sq, fL (24 kg/sq, on), c. When the building height excee(Ls 50 ft0 5.2 m). d Btuldingswith IaW operditpi and overhangs rutist be evaluated for air retarders, or die installation (i haff sheets of rootmembrane. e, Refer to Factory Mutmil Loss Prevention DaU Sheets 1-28 and 1-29 for specific installation procedures for all roofs with large operungs. f Coaddions where pcatve internal pressure is applied suddenly, as in the case of aircrA bangers or distrubution centers, may cause fadure of the roofing "in due to pressure impact, B. Application 1, Install the air/vapor retarder curnponents loose -applied to the deck or fire barrier that wrinkles and bucides are not fixtuett, if nordinuin 6 mil pol*ylene is USK orefiv a minimum of 6" (152 rural). 2" Overlap air/vaporis per alb installationrecommendations of the supplier. perimeter"atiwith foam scalant. 4. seal all peroneter nailers with fully sl mof membrane placedthe nailer and cmwuigthe extenor face of the nailer by i" ('25rn u). C. AirAmapor retarders me requiredfor extended4ength guarartem U. Blaen tag fnr ' l that the r btsaldinS ally closed, or o open) as of the btrildanR has l ink (i.e., docks oda l loading ban ai larrS cc,). Iniffow cl Frcatirara ran It in ° Itfallurecaused failure by designingto lower loA than actually etast for the building in question. 3.07 Slip Shed f — Mrster ral 3, Overlap polyntat protection layer a nunimum of 6" (152 mro) for side and end laps. 3.08 Fire -Resistant Slip SheeVCoadng InstaHation General 1. ,AF VersashiddO Solo- layer is typically Installed r ire k, . prolossional or code audinfity to address cok or apliroval requirements, or as a slip layer in accardiure vAth & Nsign Table at the front of this Manual, a. Install GAF k ield W protection law, l aliplied over substrate surface so that wMinkles and buckles not formed, Overlap GAF Ship Bruin' protection layer a minimum of 2'" (51 ) for side " (102 ) for end laps. c, GAF VersaSbuirr Solo's protection layerstiould he installed a las to the direction of the TPO meftlbrane, 2. GAF i t- Fire Barrier is installed at air appliCatiOn rate of OW gallon per 100 sq, ft. (9 3 sq. tri) ft brush, or roller, s m be , dry, and free offoreignmatter. Em . 10 Re-cwvw BoarOusuladon A. General 1. Refer to section 2.09 of this Manual for specific GAF requirements on orrecy/Ire-cover . install insulation as required in accordance with the Tables beginning on Page 15- 3. Vie use of edruded, or oqaneled polystprneinsulation is limited in PVC mofingto use under a mernbrane or with an approved slip sheet, B, placement 1. Butt insulation rds together with a 1/4" (6 mita) maximum :wee between adjoining & Fit insulation boards nd penetrations and perimeterwith a 1/4"° (6.3 t) maAmum between b M. and penetration, Do not ick i orr into Place, 2. histall insulation in pieces a unti urn of 2'x 2' (610 rare, a 610 num in six, livery piece must be property secured to the mbstraw. 3, Insulation boards installed in multiple layers must have the joints beomen boards staggemd in all directions a mournum of 6`° (152 nan) between lay 4. Insulation led over sted decking must have boards placed perpendicular to deck flutes with edp over flute surface forbearing sat 5. WWI tapered insulation to provide a anup area a minimum of 36x 36" (914 tram a 914 ) where appheahle, & lie NOT install madation boards that are wt,,awped, or buckled; they most be discarded. Insulation broken, crackrA or crushed must not be'installed, unless the darnaged area is first removed and discruded. 7. Remove and replace Insulation boards Haat t , e wet or damaged after installation. & Install no nuire insulation than can be properly covered by the egad of ewh day with roofing mem , XPS, or polyiso insulation may be used to fill in flutes ofsteet deckingin conjunchon with a cover boad 1, Alecharocal attachment of insulation a, i%ate ope and length of Drill -Tec- JaWw a , aprl for the Insulation Attachment Table at the front of this Manual. . Install required number of fasteners per insulation board size, and type of roohng,na installed, c, Pre4filling is required for concrete dears, and may be required for &ypsum concrete and comenthdotis fiber decks, d. Install fastener as to firmly milied the plate to the hisulation sufface wittv r -t wing, e. Use fastener of correct length as retired by the Insulation t Table, The use of any fastener greater the K (203 mm) in lengdi musthe pre - approved by GAF Technical Services, is t Ailheove 1, for adhering of insulation boards vvith low rise foam adhesive, rder to the EverGuardQJPVC Adhered Roofing Systerrc l snual. Sobstraws must be insfiectod mid acoqited by die contractor as suitable to receive and hold roof membrane inatenals, A, Sulwak Surface Preparation t. MAistratesaarf thoroughly Motto apfilication of new egg inateriak Thisis IYArticularly important for Te-cuVer ad reroofing 2, Preparation i , but is not Izntitel to, nano al of e i Yng dashin art of ° €I ° e ' r roofingart anal of loose a g gal of abandoned equipment, ns and penetrations, replacement of damaged dedft etc, . Providing a smooth, dry substrate ituromizes die likelihood drat underlying deficiencies will caw re deterioration or even failure of the mw roofing s1 . Placement i. Place e so Haat m inldes and buckles are not et Remove any vimuldes or buckles from the prior to Permanent reit Roof membrane Hurst be medunicathr fastened after it is rolled creat, followed by widing tct adjacent sheers, a. Full -width rolls must be installed in the field of the rrd. • ilal , dr rolls must he hoaalled its the perimeter region of the rid. Width of the rod Perimeter region must be determined in accordance with the Perimeter half Sliest Table on page 24 of this ManuaL A 7. Overlap roof ineinbrAne a minimum of 3" (76 mm) for aps of PVC and TPO men ' laid adjacent sheets and heat welding an 8" (203 mm) wide EveA;uaW TPO reinforced membrane flashing striti over the piftits. For KIC membranes, cut a 8" (203 nun) wide flashing Afip out of woodi PVC membrane o( the same thickness as the flew Sheet Membrane Securement i. Roof membranemust be ly fasteried in the side lap area to the roddeck with fasteners and plans of a qTc and giacing; alipropriatee to the as required by the Membrane Aftachnient Tables in this xray, 2, 11re metal plates must be placidwidtin 1/4" _ I/e" S of the membrane edge. Plaits must not be placed closer than 1/4" ( to the membrane edge. . Fasteners mast be instaW to achieve the fwoper embedment depth. Il fasteners vertical to tip: without lean or tilt, Do not over- or ca rise fasteners. -1, In the corner are -A additional fasteners will also be installed through the perfirieter half-widditolls to form a grid pattern, with an g„ (203 unn) wide reinforced ruernbrane flashing,trip heat-weldoil over die additional fistervem Perimeter cap, unry overlap one another in the carrier areas. Alternatively, the half sheet may be laid out in a "Pictore frame" manner, burying the fasliviers under the 69 sheets. 5Mechanically attadi trusubrane witr si:tews sirand plates to tlae mof deck at locations of changes in excess of V in 12" (25 aurae in 305 ,. b, Witaribrane may be heat welded to EverGuarile flanges, a. Aternbraw must be seemed to tlae roof deck whin 6- (I 52 nrna) of" the base of Is arW curbs, at the pernixter, and all penetnakiris with Brill -Tec a,' . m of a type and sliacing in accordance with in -lea attachment tequirearenK with a 12" t3 rj o,c, maximum spacing, b, Alternatively, membrane may be extended • Il, 3" up wills aral curbs and securedtrithe wa1hruth subsnate widun 2" ( 1 ) of the plane of the mof. t4 Dnll-Tec—Fasteners And Weeded termination bar of M* andsliacing in accordance with m lap attachment requiverm, tts, with a 12" (W mail o.c. maxaman spacing. ieat" attachment with searn plates and fasteners may also be Ibis alternative detad, including termination bar, is required to be used for pressurized d bcrildhipi, Refer to mil dmwin s at the end of this Manual for specific applicationods, ;t, Install fasteners so that dre plate is drawn dom tightly to the crearibrarre surface. Properly installed rs will not allow the pla tnation bar to move (, . ,ng), but will not came wrinkling of tris membrane ( `v aag]. D. Membrane Stdace Preparation forSearrung . Membrane mist be dean of dirt and contaminants, and free from dew, run, and other unirces of moisture. Factury- fiesh membrane typr , ywdl not requite cleaning prior to automatic welding priovided that welding is performed m a 4, after placement ands string of dee membrane, . Metribriure that has been exjiosed for more than12 hours or has become €n will require additional cleaning methods, . Light Containination—Atembraric that has been exposed overnight sap to a few days to air -borne feast trak or dew or light precipitation can wally be cleaned with a wi:ate cloth moister witty r card Cleaner as MFX for PVC, Be sum to wait for solvent to flash off prior to Welding, . Dirt -Based Cordamination—Menibmwthat is dirt encinisted will require the use of a I - due cl , a gala a tui abrasive ging pad to remove the dK Ibis must be killcoved by cleaning with a white cloth moistened with . chard Cleaner or AWK for PVC Be sure to wait for solvent to flash riff prior to viekkn& El t a� t surface of the finished nniadC�, immse the to remove the Aresive: a. (Ardially scrape off the adhesive without rupturing the underlying rQ membrane, b, After removal of the adhesive, cover the affecied TPO membrane. c. Weld the smoodr-back edges perspecification, or ship mm) reinforced samoth-bacitt membrane half on the sheet and half on the mot End Lips for EverGuardO fleem-back membranes am made by butting adjacent sheets and beat welding an 8" (203 tatirl wide over the johits, (k, cut a Wong strip of smooth PW, membrane of the same thicknm as the field sheet d, Finish off the proem by adding EverGuardO TPO that Fuge Sealant as needed. Field Seaming 1. falitimte held wmusing a rent get automatic hot-air welding machine d a I ti„ aft wil ew° controlled for tr ' 'tmunr. In addition, fabricate detail seams with automated hot-air widersvAiere Outdated welding equipment and inadequate or fluctuating electricai are the meta, common causes of poor sewn wel 2, Equipment Seton correct Teed and t settingsfor autornafic welders am determinedl by preparing lestwids at varmus settings. The welds am ted by application of pressure, causing the sem to peel apart. A satisfactory weldwill fail by exposing the scron reftiforcemem callli~d a "film tearing " A deficient fails by separating lidween the tw layers of dw 3, Adjushrientstta at " 'tr Aiarxy f will met the settings: lb i rrtetar I air ttttt and o est `wall eratly ire a slo airtea uld Ire red with er ate, hi empera too d sunny skim The. s ° pro " additional heatesx to for Iaeat ang condition& The ttematwed ure should ld be conducted at thebeginningotevery work period (it.,morningand afternoixt) using bag -fresh material and following a significant chavige in weather (Le., art te"Wature, wind be continurms, without voids or partial welds. VeWls must free d bums and scorch inadis matirturn 1.5" (38 mint in width for automatic machine minimum weldingvridth of 1.5" (48 mm) is retithred to other In arldition, the held scarns of all TPO mienthrures should be in* using a robotic w1der to the fidd of die mrif. 0. All cut edp of TPO reinforced membranes must besealed with EverGuard* 1W Cut B* Want. Cautious and ungs 1, Any aftenipt to not a robotic welder at a.Veed gpeater than 2. Setting thespeed 4 the vielder too fist can also pose potential Im-blems with the abilityl of the operator to maintain control of dv welder This is particularly true in remofing or over WN'Vensubstrues, that critical T -joint ama have been correctly creased. 4. The operator inust keep in mind the relationship bdween anibient temperature and robotic welifing speed in order to achieve a spec weld, 5. increasing the speed of the robotic welder can also compromise the appearance of a non -banded system, 3.12 Flashing hoWlation Refer to the construction details at the end of tints Manual, which depict flaming miftdrements for I*caUy encountered conditions, Install i in 'vis as shown in the construction details. A. General B"Guard'O co" metal, membrant flashing, and flashing accessories a: alipropriale to the site conditiom comers must be reinfoxed with pre -formed comers or 3, All flashing metribrattes and accessories are to be heat weWed to achieve a mitfirmon 2' (51 nun) wide using ahandwIder' When w* robotic weklers, refer to Section 3,11 135 4, All cut edWs of reinforced M) must be sealed with 5When using brinding adhes* be sure to use, adhesive 6. Minimum flashing height is S' (26 min), EE 7. maxitnurn distance man the wall that hird7ontal mechanical attachment is installed is " (15 mm). When you must go past 6" (152 runt), move the attachment to the i "cal substrate, .. Installation of a IC flashing membrane over asphalt -based must have a slip sloset or approved insulation boards, metal, wood, &., trotter the PVC flas. FverGuard ExtreineO membrane flashings should be ofsanye t?„ thiclaws, and color as the mofing membrane. ttt. For granulated modified bitumen flashings, ser4rator sheetrey be installed for un flashings. In adhered lice , a harder board` rawst also be, installed B. EverGuardO Owed fetal Fl2shing corrosionInserts, and centers of rod edgi xwsc I! coping, must be ovedapped or idedwith pieces to cm* a continuous flange condition, and pop- rtyeted sectuniv. PVC- and TPO-coated metal To be shipped in nsing 6- (152 mni) membranes. wi th min - 4" (102 mati wide flan ges scrinomd to wood nailers, EverGuarr(O coated metal base flashings must be formed with a 1" (25 mro) cant, 6, Provide a I/P (13 mm) hem for all aqxwd metal, edges to provide 8. EverGuaA* coated metal flashings are attached to wood naders or othemase attached to the mof deck, or to the wall or curb suleatate, in accordance with construction detad moments. 9. When installing BwCxuxd " coated nietal on vmlls or that completely cm the existing flashing, die flashing not need to be teinaved proAded that it is in gowad and fighdy adhered. C Adherxxt Reinforced Membrane Flashing - Smooth Surface as the thidatess of the roofing Membrane. VAten using Ever(kardo TPO or PVC adhesives, use any one ofthe i , 61lowing substrates- pol)4socy'anurate insulation (wilhout full fam); BIueflJJV Structo(W High Density, Fiberboard Rod Insulation; Man roof board; cured structural coniatte absent of curing and sealing compound; untreated OW untreated CDX plivool; I�pe X gypsum board; and dry, sound masonry absent of curing, or ,ealing CMUPM&I 3, APplication Of bomfing adhesive the underside of the flashing mernbrane, back TPO orembrines features a coverage rate of 5M- 000 upare fed (47-56 sq, in) per five gallon (19 liter) bucket. This A"ve kiiam a fast-drymg solvent s1stern, which is typically 10-20 minutes at M application ternperatures, ............... 4, ve, sI above 40OF ores above easier adhesive application, 5, Urefully position the merribraw flashing prior to application tozvoid writeldes and buddes, a. Please note that whent-based adhesive must be all to dry until kicky to the touch before nuning flashiall membrane, Water-based adhesive must be all ovW to dry con#Qd�- to the truch. Typically, the flashing should be installed within me, he of applying the waw-baserl adhesive. However, this may vary depending on anduent, trurperature conditions. 6. fleia-weld all laps in EverGuard" smooth reinforced flashing, membrane in accordance with beat -welding guidelines. 7 porous sulysti-Ates, may require double application of adliftive. R. For extended -length guaramm, separate counter flashing or cap flashing is required; expowd termination bars am not accq"e. 9. Alternatively, the FvffCyuard* Freedom- Svskern can be Used for flashings. Consult die EverGuard" Fn- Manual for installation imstruction& M K Also available am Cam Curb Wraps, consistingid apre, formed combination comer and flashing pieces that am 12" (305 nini) in Weit and can he ordered in various lengths, Tbese jue-labricated comers can be configured to fit 13.5" x 13,5" (338 non x: 338 mm)- 19.5" x 19.5" (500 nun x 500 rurn); 25S'x 25.5" (4 i x 68 mm); and 31.5" X 31.5" (800 nun Y $00 nun) curb flashings. These flashings nury be dry hung or fully adhered in place, For fully adhered flashing applications, prime the walls before using adhesive to adfieri the membrane. I I Never use any TPO Primer or TOPCOAr Surface W Prima to prime wA, to accelit aDimtvm only use the adhesive you are using for a printer to printe the walls. D Adhered Reinforced Membrane Flashing - Fleece-Bacic 1, Apply boading adhesive to d -w substrate at the rate of too sq, ft/gal (92 sq, in) for water-based adhesive, 2. I'lic bonding adlwsive. muA rernamuet to the touch for onc- surface awications, 3,Apply the adhesive only when the outside temperature is abow 40OF (4.41,C) and using, Application temperatum abri* 50IF (101,C) are recormnended to allow easier adhesm applicanom 4. When mstilling flem-back mernbraw to a vertical surlace, the material should be rolled in with hand rollets and shouId have top edge temonation installed immediately to avoid slippage. For best results, flashings may nmd to be rolled in x"M notes with a hand-held, silicone roper, 5. Non -selvage edge I in Fver(luard'O Fl Bae and EverGurd Extrem-T r Floccetack flashing membrane are made by butting adfannit sheKi and heat welding an 8" (2103 mm) wide flohnig stop of EverGuard" TPO flashing membrane osm the loint, Fml 1* for FverGuardO Fleece- Bwk inembraires are made by butting adjacent sheets and heat welding an 8" (203 nun) wide Evertwirdo TPO reinforced membrane flashing strip over the joints. Or, cut a flan hing ship of smooth IIVC mernbrane of the Sam thiclatess as the field sheet. All TPO cut edges on reinforced ruenibranes in" be "W with EverGuardO TW Cut Edge Sealant 6. for extended -length guarantem a counter flashing must be used. Exposed termination ban are not acceptable. E, Loose Reirlinced Membrane Hashing terniftration ban am not acceptable. 2, Carefully posifion the EverGuards' smooth rehif4ced prior to application to avoid writildes I All laps in FmGuardI9 smooth rendorced flashing membrane must be be -A witted in accordance with, beat - welding guidelines, 4. Maximum flashing height is 24" (610 mno unlomss inaemental allLhineiit is used. F Non -reinforced Flashing 1. Non -reinforced menihnine can be used s a fidd-faimcaud penetradori/minforcianent lashing 4onned comers d pipe boots cannot be properly installed, I Penetration flashing constructed of non-romforced meridamne is typically i in s, a 'cal Piece that updie'perietration and a horizontal piece Ow ds onto the rocifing membrane. The two pimes we togAer 3. The non-minforced verticaltnembrant flashing naay be aditered to the penetration surface, Refer to section 3.12 C for application ingnbcdons. , Finish the Penetration vAth EverGuardO Ketween the pipe and die rrrerrabrane; irastaid damping bared, and 1 OPCOA1 FlexSeal Caulk Cade. 5. T -joint Patches a. T" -joust patches are to be a notonrunt " `102 tarn) in sire and made of non-teinforced matererl. They mast be Iden over the T° -joint at the intersection of the three reinforced di ng installation,m r to ,;c as-ein" the unsupported mernbrAw at the three location& b. abb " or heldf non-reinfsc°c membranes that match telae noribrane being used in the field of the toof am acceptable for T -joints. , T" -joint patclies to be made, from n µreinfo ) non-reidorced EverGoard Extreme, or nou-minforced IVC, as applicable. d T" -joint patches are retsured on nii and Rai ind TPO and 80 mall PVC only, CY, Roof Edging I. TPO roof MW flashing is applicable for both VaM sl* drip edge conditions, as ivell as exterior edpof parapet walls, For guarantees up to 20 mars, use EverGuarWdO Tape HW, Everihianf* TPO Co�led Metal, or any of the systents. For extervial gumumlees of up to V years, use weldable metal or pre-falincated extruded aluoutiurn fasci system Only - 2, Flasli red edges Vath Ever(kiarde' mated metals fix* edging vAth niftomurn 3' (76 turn) wide flange rooted 4" wood traders Then heat Wit an 8" (203 tunt) TPO fl strip or �r (W3 eam) We W-labricated PVC membrane flashing strip to metal flanges and field membrarre. 3, 9" roof edging must be provided with a continuous tuetal hook strip to secure the lower fascia edge—secuire th continuous ho6k strip to the ,, 005 nun) O -c 4. Alternatively ., flash rod edgm vAth a two-piece snap -on *tem, adhering mid ruernbrane to metal cant Wi adhesive and face-nading the merabrarte 8" (203 prior to installing the st"i fascia, EI 5, ized edging may be flashed using Everett after pruning both the metal and the TPO mernbrane for parantee lengths up to 15 yeam , r(u T PO CoA r Tape is a " (152 mm) wide, non-minforced TPO urembrarre backed with a butyl taus adhesive. Oean the testae surface to be ad, metal and roof merabrane with d dry entire Wipe area to be primed aids a damp vdpe of EverGuaW T"F") Clete 7. Prime surfacvs mating vddi the bu4i tape Mth I a TPO Primer, mer, in 'only on &sufface receiving theAfter liver has Rasival off, pull release paper the back of the tom, exposing the butyl ddheshe, and are the tutu sum, Roll the tap portion of the coag strap at a 5 to ensure a goad bond. Seal all end Hu , and T -j ' t intersections with Gam Cut F (152 a) past the intersection in all directions. E. For T guarantees or longer, use EverGuardO Cover Tare Heat Weld,This is a hybrid " 'ng of 6" 057 ) of.d 5 reinforced with " (76 ) bcrtyl tape on half (xi the bac . Refer step 7 Liol'w� atiotalieltl rracavltla a X51 rirrat) h ald or 1,5°' 03 tarn) auto weld, to all mernmane-to-memirrane surfaces, Note: rry overlap tauki nud be "mi ire trz6flasbaig membraneIt firri r , rlr l must be huWfied on the buod We w6.w6c & 1mv HIP m r &pa buft logdber. . Flash mof edge scuppers avith a scupper hism of EverGuard" coated teal or an . nerds` pre -fabricated swpper that is mechanically attached to the md edge said intepted as part of the metal edging, H, parapet and B ilding ails terminationadhered ffm flashings, metal flashings, and low, hung flashinp, 2. Secure membrane flashing at the top edge with a tenninabon bar. A*, TOPCOAI* FlexSeal Caulk Gr-* caulking bet"i the wall surface and membrane flashing underneath all r e e temonation . Ideed munter Wiftm with fully adheraf or dry hung meorbiane wall flashings , required on 20 -year warranties or longer. (ey am not required for guarantees of less than ti years.) All termination ban, either or camed, must be with TOPCOAr FleLseai caulk Grade ung 5. Flash wall sctqm with a scupper insert of Esq d Mated Metal that is Mechanically attached to the wall and inurated as part of die wall dashing. Refer to Scupper sectort for other deud options; _ . Maximum IlAing height without intema diate fawitio r 7, Metal cap flashings must haw continuous cleats or be fxx-fastened 12" (305 nun) oxon both the inside and ouWde of & walls. K DensGiasso Gold gylavu, board is NOT to be owl as a acconfing to the manufacturer. 9the lue-treated Oywoo4*xA for parapet walls only if or BwGuxdO Freedom- ruatenaK 1. Round and Square Tube Penetrations 1. Four options are available for penetration ffaslunp, These am Aq* Pipe bouts; split pipe boots; square tube and taMet. draw, baird around the top of the flashin Seal the top edge and add draw band wah TOKOA ��t Fla6eal Caulk Grade caulking, I Roof membrane must be mechank-Aly attached at the bw of ewh penetration with sm-ks and, plates a maximum of 12" (305 rom) ox., with a nunfinum 4 four fasteners per penetrauffl, )r t y Shaped ours t. flash imgular4, shaped penetrationswith fix* t ram funned of FvffGuxdO mated metal, red to the deck through the t hrm with �s 6,, 15 non) o,c,, a mininitun of two perside, I Ship in oved danger and the verticalriveted ad, S" (203 r t) wide avirbrane flashing strips beat welded to bA the roof menibrane and the metal dance, . Fill sr atartt Rens with Eduard* T'tvart Pourable ,Want Fill sealant pans with non-shrinkquick-set grout, top off artt Cdr a l rrtrn) noinnaun tlrr of F E le Sealant after frirtting the t itft ltrirt , tf using "FOKOA * F Caut (,rte l iter itrting, increase the t o idrirt �f" 11 ) the top of the L* and install the Fier, to the very top or overfill die 4, Pre -formed sealant pan.Omt licow made of PVC and 1TO are also a 'lalle. 29 2. Roof membrane must be ruedianically attached along the base of ised curb expansWn joints with screws and plates a rnininrttrra of 12" (305 nun) u,c, 3. Filturikin lomt bellows must be twice the width of the erpnsion (Taint Werting,triallow for proper aptsioril contractiom 4. w "ling strip most be set in T PCOAr FlexSeal Caulk G ant and unit fasteners and neoprene washer;ed " (152 a) n.c,. 1, Roof drains must be fided ith com atin clamping = cost iron and rings and strainer baskets. BA alurninum drains, as will as retrofit-qpe cast aluminum and molded plastic drains, are acceptabW 2, Rod drams must be povided with a min, 36�'x W (914 nonx 94 nim) within a wmped am if possible. Slotte of upered insulation within the suniped am must not exceed i, Extend the rooftrig metribrane over the drain opening, tocate the drain and cut a hole in the roofing membr" ifirtaily over the drain opeWn& Provide a'/? (13 min) membrane flap extending past the drain flange into the drain opening, Punch Imles thmugh the mofing membrane at drain bell locations. i Lot cast iron and Aummum drains, the Inembrane must be set in a bill bed of TOPCOW) FlexSed Caulk Grade "ant on the drain flange prior to securing with the 4 140,111111611 NO i M N1 1. EverGuxe coated metal roof edges must be prrovi with a min, 4" (10,2 min) wide flange nailed to wood nailers, with heramed edges and secured with continuous clips in accorilaoix with tae gravel stop assernbly, 2. Eve l scuppers mast be provideil with 4" (1 t2 n) wide flanges, withadditional pi dr to the to create a continuous flange, All flange comers must be 3. install watt scuppers over the roof and flashing mendmine and secure to the red de&AW]uita Drill -Tec- fasteners h" (132 nam) n.c,, a ar mmunt of2 fast per rade. 4, All comets must be nankirced vAth Duasd' PVC or R eta' Unnersal Comers or field falincated f. Rvrimare non-reinlintcedmaterials Strip in scuplier with flashing membrane target sheet custom sizes available, Consult yout Termory Manager or local distributor for details, MUMMMM 1. Field -f Wrings of and* ran-minforced flashing are typically heted at heater staclis EwrGuare TPO and 1 cone- qpe prefabricatedpipe flashing that may . in these applications. if not, tans fielif-fabricided Membrane flashings, such as y r 'lint; MenAmme or EmCkwofe PVC Detailing Memby be usied, 11re temperature of any heater stadk that comis into contact,with the PverGuatO membrane or flashing shmid not exceed 160OF Q l"C) or l9rF (8810 for Evervard FxtrerneP raiding iyosems, 2. Heat stacks taust be equipped with either cta -la or vertical tube -type flashing sleeves so that, the membrane flashing is not directly in contact with the heater sta& 3. Mechanically attach ilia mof membrane to the struciond deck ,vitt D -T and plates animal the pendration base for to flashing installation, 4, AD sLack flashings Haus be secured at their1ge by a. nl l aping d cs, r TOKOA FlexSeal Caulk Grade caulking, Seat the detail widt TOPCt1ATn FliniSeal Caulk Grade cauffing. 5. Tfeld-f lim m f ashin&,s maybe, to the fl ing l with EverGuardO M or C i n 1C BoadingAdhesive. 1. R INCnis typically terminated at PW drain inserts In, heat weldingthe mendirane to the M -coated drain flange (if e), or by seeming the membrane between the drain ftarge and the chunping ring. 2. EverGuardO TPO drain insens have an integral TPO target nienibrane for weldinglia dr, ieldn 3. Drain inscris must only be used in tlrr event the `ginal drain°is damaged and cannot be mpaired without comptete replacement the drain. . All drains must be frooded with a drain sump of a " (914 ) s 36" 014 ) inhibition dimension, if possilite-FasteummuA be irdidled tL" ) ox. or a niriat of 4 (four) per penetration. S. Tbe drafti insert is insWW on top of the roofing membrane and is secumd to the k 6G' (152 tram) o.c. withDrill- Te screws. 6. A separate reinforced din flashing sheet is heat to the mofing n flashingshed is heat Wiled to a comptAk drain Mange. 7. Install the drain damping ring if applicable. R All drainii must be pmioidedwith a stramer ba . Rod drains must be open mid functioning. g.. to. Cleaning the l of the line is tired sea that the t drain will seat to the tripe, Failure to clear this section of drain Brae can prevent the sealing of lire drain and the performance ofthe drain seat. Q. Wood Support Blocking la wood x " (102 MM )> is y it lift aluiy err ISUMMY MOUrrzoaan a as sal xait, gas lines,rad a li 2, Install waWsuliport blocking over a protective layer of EverGuare TPO walkway rolls or PW walkway plane wood blocking an ovmmdslip sheet, fold tim sides `vertically, acrd histen with rooting nails Into the til 3° if using pre-falificated tape stands with rubber -like bases, no stili shwt is required. R. Satclite Wh Support Bases 1. Install satellite dish support bases over a protective layer of °19/P4t; Membrane S.lightning &Mxresskin Clips 0, Secure lightningsi dills to the by ineans of 2" (1 r i R award* PVC or TPO Flashing membrane spips heat welded to the roof membrane. M 3.12 Traft Protection . Walkwv rolls or pads, must be installed at all roof access locations, including ladders, hatchways,stairs, and dours, Install walkway or pads at other desi including toof-mounted quipment work locations s of rated rooftop nuc. B. Walkway malls or pads must be 6" 052 ruin) to allow for drainage, C. Real weld wallmay ells ori to the roof inembram surface confinuous% amund the walkwayter. ID. TPO walkway malls may also be installeil with TPO primer 3`° 6 n .First, roil or b t the TPO primer on the back of the TM rd idong the edges and down the middle of the length of the mall. Cleaza and prime the mot membrane where the rod wi 115 Mming other contaminants fruit fmWwd stdaces, in areas where fimi;herl surfaces are sotW by a4"t or any other source of sidling caused by wrok of dibi or other secuore� conssult manufit�iiuer of surfaces for cleaning ad0ce and cordorra to B. tort om and remove any 4w menbrane contaminaled with solvent -based adhetive, bitunihns narkings, aml other cortlarumm* from finished stuface. Repair it greet darnar by first ck-ming the area with an all -lard cleaner, dwn soapyrmse off readue, Reactivate mernbritte using the aliprophate EverGuare ckwier, wiping with a damp (not tra& Complete repair by installing a pates of tike material to Specific qSWM reWhements, A. Upon completion of the roofing, sqman, the ownershottlif cStAlish a semi-yearly i tion and maintenance program in acconlance, with Avxbrd good rocting practiceas guarantee requitementi. tt. Repair cuts, punctures, and other membrane damage b cleaning.t )„ followed by heat welding am r sufficient size to td a minimum of 2" (51 noir) IxIond the damaged arm 1t heat v1ding to die topsiudace of the exiqjng mejobtwx i , the pates t to the underside of the xi�n prepambom C. Am' damage to adhered membrane areas or at locations of nwhanical attachment indurling i stdaticar, must be repaired so brat t rains teeny, adhenul or "Welianically IM DETAIL NAME DETAIL NUMBER PAGE ROOF MEMBRANE LAYOUT IOIA 47 SIDE LAP 102A 37 COVER STRIP END LAP S END LAP .1C}3 104A 48 T C)INT COVER PATCH 105A 49 ROOF AREA ZONE IAYOUT106 49 RI E y@ 4 10A 50 CHANGE OF PLANE 112 50 V y 11 A 5 CUTEMEMBESEALANTANE 1 ��@} g1g y1#5� COATED52 ILTAL ROOF EDGE 202 52 COATED METALJOINT 204 5 SNAP-ON FASCIA ROOF EDGiE 206 51 ROOF EDGE WITH TPO COVER TAPE 213 53 TIV COVER TAPE OVERLAP AT ROOF EDGE 215 114 METAL DRIP EDGE CORNER 216 55 WALLAURB FLASHING WITH TERMINATION 5 NEW CONSTRUCTION RUCTION WITTI WALL CHAP 303 56 WALL SETING WITH COATED I"AL EDGE 304 56 ALTERNATE WALL BASE TERMINATION 3037 57 COATED METAL WALI. FLASHING 308 57 COATED ED METAL WALL SCUPPER 311 58 IERTICAL WALL EDGE TTYWHINATION WITH COATED METAL 314 58 RTA. STRIP - INSIDE CORNER REINFORCEMENT 326A 5 SIRE CORNER REI RCE-PREFOR ED CORNER 327A 59 OUTSIDE 111E COR.NER REINFORCENI1ENT PR FOR : EI) CORNER 329A 60 FA(-,TC)RYFABRICATED EXPANSIONJOINT-.FLAT TYPE 401A FACTORY FABRICATED ION JOI T -C E TYPE 402A 61 FACTORY FABRICATED WALL EXPANSION SION JOINT -FIAT TYPE 403A 61 TERMINATION AT R.T.U. WITH WFJl)ED IAP 50 2 TERMINATION AT R.T.U. WITH COUNTER FLASHING 503B 02 PR.E OI I)ED VENTBOOT FLASHING 506A 63 DRAIN -STANDARD ROOF DRAIN FLASHING 513 63 POURABLE SEALER " "ET 525 64 HEAT -WELDED" AY INSTALIATION 604 64 . leder to www-gaf coin fora womplete list of ac le GAF Roofing m 0 \ / » v m m m I a I I I m a] 0 I m I I m I I I T m or w PI m I I I I i Em I I m I I E-1 ME ai N I I7\ W m I 19 M. I Mk M. I Ing 0 W t w 19 is 0 11 I I I § 2 « « LN § Nc, M. I R OFFICE USE ONLY • e Mll # # ' jyre,l L x y. � s•. a r •i r� w w Sq. FULF Btu's y Gallons Amps t�ll2lr@b° wV# lir Squares " ( antra % value r r the cyst c f �„ r'n t+�dws and labor �n�lu � in the jolittprojetal, City of Wheat Ridge Memorandum TO: Accounting Department FROM: Melissa Mackey, Building Division SUBJECT: Refund for Permit DATE: October 26th, 2015 Reason: Contractor requested that permit be cancelled for 9340 W, 49th Ave, #209, for permit #201501570. Homeowner has contract. Please refund: Contractor's License$ ( TO: THD At Home Services Attn: Victoria Najera 9500 W. 49'h ASuite —10 Wheat Ridge, CO 80033 COLORADO PERMIT SERVICE 'S, L L C 326 E Maplewood Ave Centennial, CO 80 1 2 1 (720) 496-7322 - juies@juteslandis.com - www,lutesiandis.com q, MEMO October 22, 2015 Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80033 Re: Permit #20:1501570 To Whom it may concern: Please cancel permit number above at 9340 W. 49th Ave. #209 Wheat Ridge, CO 80033. This customer has cancelled the job with THD at Home Services. Please mail any applicable refund to: THD At Home Services Attn: Victoria Najera 9500 W. 49th Ave. Suite A-100 ,033 Mflmls�� Thanks, Jules an is Permitting agent for THD at Home Services zvlztiaary t;ubvlzjIu lu/v1/1.) PRM permit Fee. 79;68- 20150:1570 COB012370 10/07115 USE Use Tax 39.30 - TOTAL 113.98 C, - 'it,y of -)INHOPMENT wMazu'l M1 lwm=wn-# M-4• MIR Property Address: 9340 FOR OFFICE USE ONLY Vate, � ("'.) -- ( CD PlamPermit # ZCD Property Owner (please print) JudyNelson ti Phone, 805-896-0195 Address: Same as Above City, State, Zip: Firmillmu,zammm ContractorJhd at Home Services, Inc Contractor E-mail Address: copermits@gmaii.com AMEM IZOMMEEMM Plumbing: WR ON License # Phone: 1-855-712-8899 1 Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE 0 COMMERCIAL ROOFING COMMERCIAL ADDITION 0 RESIDENTIAL ROOFING El • A: ADDITION ® WINDOWREPLACEMENT k COMMERCIAL YlkA MY STRUCTURE ELECTRICALRESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT SYSTEM/APPLIANCE •r • i♦. or REPLACEMENT IIA A �!!OTHER b. (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and IlLoj$osed new condition, ap,;*:,Iiance size and efficienc?�Ay-#,e and of materials to be used, Replace (3 ) windows, like for like in existing openings, U -value =.32 Sq. Ft. -F _____..,_._..__......_____...... _ Btu's Gallons Amps � ._. Squares 0/07/15 12:31PM PDT Colorado Permit Services -> Wheat Ridge Building Dept 303237892 Pg 2/2 1 NM Ex• City of Wheat Ridge, Municipal Building 7500 W. 29h Ave, Wheat Ridge, CO 80033-8001 P: 301235.2855 F: 301237.8929 --------- .... 9240 & 9340 W. 49th Ave Wheat Ridge, CO 80033 1224 Wadsworth Blvd. Lakewood, CO 80214 Notice is hereby served that the City of Wheat Ridge Bung and Inspection Services Division has determined that the property commonly known as 9240 W. 49' AVENUE Wheat Ridge, CO 80033 and 9340 W. 49" AVENUE Wheat Ridge, CO 80033 is in violation of the 2012 International Building Code and the 2012 International Property Maintenance Code as adopted by the City of Wheat Ridge. Stairways have been rebuilt on the property without the required building permit, specifically the Northwest and Southeast stairways of the building located at 9240 W. 49th Avenue, and the Southwest stairway of the building located at 9340 W. 49tb Avenue. The construction of these stairways has commenced without the required building permit, is substandard, and is creating an unsafe condition. SECTION 105 PERMITS [A] 105.1 Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbin Lt the required permit. uppiTuation to me oulloing oincial and o6tain SECTION 1009 (IBC) STAIRWAYS 1009.7 Stair treads and riserl vv,wwA.whPs#tridfrP,rn.ttv :I «« 1<«;},: *z) N 3 «z° *f Th-Ifitt SECTIO04 EXTERIOR STRUCTURE Kill's 111 »;r: c:» ft�= 1 111 1 Mirwil i I I VXI md capable of supporting the loads. 2TTET-1 orders tnat ,«<: Ing permit be obtained tor the construction and alterations of the above mentioned stairways and shall be brought into compliance with the current adopted codes of the City of Wheat Ridge. Repairs shall commence within 30 days. ?e`' R. Bradley Umbarger Combination Inspector 7500 W. 29th Avenue Fax: 303-237-8929 mxK.ci.wheatridge-qo-u,-; I I 0 . WIF IA Building ` Application Property ner ma Mailing Address: (if different than prop, Address. Complete all information on BOTH sides of this form Building Division Valuation: City of Wheat Ridge Community Development Department M .3= FAMM M* ',*lease refund: Contractors License$ ( Total: $43.O TO: THD At Home Services Attn: Victoria Majera 3250 Quentin St., Unit #124 Aurora, CO ■0011 A FR EC E IV ED COLORADO PERMIT SERVICES, LLC 326 E Maple�, Ave centenniat,CO 80 1 2 1 C720,, 496- 7322 - ufles(,�,"j�,�kHesiandis con) - www,juOesland�s.com i N4 0 Wheat Ridge Building Department 7500 W, 29 Ave, Wheat Ridge, CO 80033 To Whom it may concern" JUN 2f. 6 2013 Please cancel permit #201300739 at 9340 W, 49th Ave #203 Wheat Ridge, CO 800 customer has canceUed the job with THD at Home Services. I Please mail any applicable refund to THD At Home Services 6xt?--rl- 3250 Quentin St #128 Aurora, CO 80011 Checks should be made out to THD at Home Services, Thanks, Jul I s Landis Permitting agent for T at Home Services Um Contra*j� THD at home services, Inc. Contractor License #: 070156 Phone: 303-360-0126 t Wout. 9; Wkafign QAW; 1raftiEwhalign; Aaargyal. Use of space (description) "Alf""Res--l-11- Desenfigion Tf Work: 1 2 Plan Review (due at firae of submittal): Sq. Ft./L,Ft added: Squares .-- BTUs Gallons Amps ls� III � qI IIIII� I � 1111 I m I LA t4 t1i CZ CZ ao Ln t4 o Gti C4 O dIA 29 Sr% C> C) Lo Lo C9 C9 C> 4g, I LA t4 t1i CZ CZ �ot INSPECTION RECORD INSPECTION REQUEST LINE: (303) 234 -5933 Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Date Inspector Initials Comments Caissons _ Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter uo rvot rour Loncrete rrior 10 Approval Qt The Above Inspections Underground /Slab Inspections Date Inspector Comments Initials Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below/ In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing _ Roof Sheathing Lath /Wall Tie Rough Electric Rough Plumbing Rouqh Mechanical Gas Piping Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing Insulation Drywall Screw/ Nail Final Inspections Date Inspector Comments omments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking ROW & Drainage / Public works Dept. inspections call 303 - 235 -2846. For ROW and drainage inspections call 303 - 235 -2861. For fire inspections Fire Inspection / Fire Protection Dist. contact the Fire Protection District for your project. 'Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Occupancy is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather ❑ No one available for inspection: Time AM R Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234 - 5933 Date: Inspector DO NOT REMOVE THIS NOTICE " ' City of Wheat Ridge Residential Roofing PERMIT - 110785 PERMIT NO: 110785 ISSUED: 07/08/2011 JOB ADDRESS: 9340 W. 49th Ave., #210 EXPIRES: 07/07/2012 DESCRIPTION: 2 sq patio flat patio roof * ** CONTACTS * ** owner 303/619 -1497 Scott Teague sub 303/619 -1497 Scott Teague 09 -0434 Teague Painting & Remodeling ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 514.00 FEES Permit Fee 29.90 Df�dU'aD89. Total Valuation .00 Use Tax 9.25 ** TOTAL ** 39.15 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m.on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work describe and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named wit in this docum nt as parties to the work to be performed and that all work to be performed is disclosed in this document and/ r itA-11 nying approved plans and specifications. Signature of OTNER or CONTRACTO (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. S. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fi d action. Sign ure Chief Building Offical Date I PECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I K a City of w heat R1C�e COMMUNITY DEVELOPMENT Building & Inspection Services Division ' 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application hr`operty Address; (1 1 Lk) W • `l � �� J�I � ��� � ' Property Owner (please print): T; C 4 Mailing Address: (if different than property address) v Address: City, State, Zip: �otitracto_r,: _ Date: Plan # Permit # V � v s p uq_ tracto s; Electrical: Plumbing: Mechanical: City License # City License # City License # Descrl tlolimof work J ) o 7t//� �tJ �j ru "�� ContractValuall Review Fee (due at time of submittaO: Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNN /(CONTRACTOR)� /7 gr (AUTHORIZED REPRES NTATIVE) of OWNER) (CONTRACTOR) PRINT NAME: �t/� C Ve SIGNATURE: �� DATE: / 4 ZONING COTv)A�IENYS� r r r ; Zo�iins r r ' r :; Re4ieyrer r a BUIL`DWG DEP, x � Rewe�aer` Tr�r �PUBL4C yV0)2KS�COTu1N7EN7S � r y pIRE;'.,DEPARTrp1EN� 17 ap( 6mments ❑ d� approved ❑oTewew refire) Bldg Valuation: $ cD / • T `"' DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13831 BUILDING INSPECTION LINE - 303-234-5933 Date : 5/9/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: HENRY BURRALL ANDERSON JR Property Address: 9340 W 49TH AVE #208 Phone: 720-898-0329 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $400.00 I hereby certiry that the setback distances proposed by this permit application are acwrate, and Pefmit F@e . $23.50 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Plan Review Fee : $0.00 covenants, easements or restridions of record; that all measurements shown, and allegations made are accurete; that I have read and agree to abide by all conditions printed on this Use TaX . $8.00 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all othe,ra¢ry7IC@bleV~h eat R7~~J e ordinance~ fyf rnd~rJhis ermit Total $31 .50 / ..1 / //9 ~I/1~ P Description : 27" X 33" AIR CONDITIONER UNITPLACED IN 2X6 WALL EXTERIOR SIDED & TRIM. INSIDE NORMAL 110 OUTLET. 12000 BTU NEW HAMPTON BAY UNIT 115 VOLTS. DRAWS 11 AMPS. WEIGHT 95 LBS. BUILDING DEPARTMENT USE ONLY AIRMW i.~M SIC : Sq. Ft. Approval : Zoning : Approval: Approval: Occupancy : Walis : Roof Stories Residential Units Electrical License No : Plumbing License No : Company : Company : Expiration Date : Expiration Date : Approval : Approval : Mechanical License No Company Expiration Date . Approval . (1) This permit was issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code oF Wheal Ridge, Cobrado or any other appliwble ordinances of the City. (2) This pertnit shall expire if (A) the work authonzed is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspentled or abantlonetl for a period of 120 tlays. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally requiretl, providetl no changes have been or will be made m the original plans antl specifications and any suspension or abandonment has not exceetled one (1) year. if changes are made or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done Ihat will change the naWrel Flow of water causin9 a draina9e problem. (5) Contraclor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedii 'th successive phases of the job. (6) ThoF a ' the approval of drawings and specifcations shall not be consirued to be a permit for. nor an approval of, any violation of the provis s the il c~otl~es or~r any~o"ther ordinance, law, rule or regulation. ~7 Chief Building InSpector DEPARTMENT OF PLANNING AND DEVELOPMENT oF W"E ° T,p BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-23~5-2855)~ c~C ORPO~ .p~~~Jyl Tj 1 ON p 35~0 ~'<f 4' ~~v£. # a o8 C~Ifo 3 3~~ Phone ~Properiy Address: Contractor License No.: ~;C('oi- Q/7toriF~.~ ~ 3--~~. OWNERICONTRAC'COR SIGNATURE OF UNDERSTANDING AND AGREEMENT t , 0 /Il I hereby certify thatthe setback distances proposed by [his permit appkication are accurate, and do notviola[e applicable ordinances, rules or regulalions ofthe City of Whea[ Ridge or covenanCS, easemenis or restrictions of record; that all measurements shown, and allegations made aze accurate; that I have read and agree to abide by all conditions printed on this application and that I assume fiJl responsibility for compliance wi[h Ihe Wheat Ridge Building Code (U.B.C) and all other~pplicable Wheat Ridge Ordirkqnws, for work under this permit. C_.._ 7 ~ ~ . ✓ Buildinp Permit Numbec Date: Phone: ~~o y- 9P0 3a9 LS 'Or~O.uo Construction Value:$ ~d fij- Permit Fee:$ Plan Review Fee:$ Use lax:5 Total: $ /'~Z//C (6 ,~/T/o,.~- ~ ~ v .ti /T ~G~c s s7 i ~T2i~r l/o o1TG£~'//fHy/P.S r~ i S Description: p2 2X /,)-ooe 13Tv u~~1G u- g~ i Rs ~it f 9 - BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Pluinbing License No: Mechanical License No: Com an Company: p y Company: Expiration Date: Expiration Date: Expiration Date: A roval: Approval: Approval: pp (1) This peimi[ was issued in acwrdance with tlie pcovisions set forth in yonr applica[ion and is subjecl to the laws of the Stare of Colorado and m the Zoning Regula[ions and Building Codes af Wheat Ridge, Colorado or auy other applicable ordinances of tlie City. (2) 17iis pmnit shall expire if (A) the work anthorized is no[ commenced wiNua sixty (60) days Gom issue date or (B) Ne building an[honzed is suspended or abandoned t'or a period of 120 days. , a new permit may 6e acquircd for a fee of one-half the amount normally reqwmd, provideA no changes have heen or will be ma e in (3) If tlus permit expires the original plxns and speciEcations and any suspension or abandonment has mt exceedeA one (1) Year. if changes have been or if s~~spenson nr nbanAnnmem exceedx one (1) year, fuli fees shall be paid for a new permit. (4) No work of any mavnec shz11 be done Nat will c6ange tlie naNral flow of water causing a drainage problem. , (5) CovtractorshffiI¢otifyt6eBuildinglnspectocM'enTy-fow(24)honrsmadvance foratlinspectionsandshallreceivewrittenapprovalonmspechoncarAbefore proceeding with successive pliases of die job. violation of fl~e (6) Il~e issuance of a pennit or the approvai of drawings and specificafions shall no[ be conshued ro be a permi[ for, nor an approval of, any provisions of the biulding codes or any other ordiname, law, mle or regulation. eSo'r/ Property Owner: ezf Chief Building Inspector Property Address : 9340 49TH AV Contractor License No. : 19304 Company : Dunlap Plumbing fWRE>DF UNDERSTANDING ANp AGREEMENT Yces Droposod by tNb pertnk eppIiceEion aro axurete, ea, rulesor regulaGons of the Ciry of Wheat Wdge or of record; that all meaaurements shown, end albgations ml ialee to abide bv aA caWilbna orinted on Mis (OWNER)(CONTRAGTOR) SIGNE L Description : SEWER LINE REPAI USE aY Approval : Zoning : Approval : Approval: Occupancy : Wails : Roof : Stories Plumbing License No : Company : Electricel License No : Company : Expira4ion Date : Approval : a (7) Thispeimi[waabsuetlinaa Regulapons and B Cno' (Z) aThbenaor~iad f ~ar a .pn~'w~tl a~i1P (3) RobPe?Nteio!Oere!!ew.I f53 (8) (fISpBCtOf Expirafion Date : Approval : m Phone : Phone : 426 5145 sdon Velue : Permit Fee : Plan Review Fee : $0.00 USB Tax : , $48.00 Totaf : $136.00 SIC : Sq. Ft. : Residential Units : Mechanical license No : Company: Expiration Date : Approval : ~ w~aMdoor a Y~~ppIWI~~ ~~e~r~la mbiea~ lawe rn IM Smle a Cdaatlo antl ro me Zoniip not com~d wfN7n sixly (00) tlaya from issue dale a(B) tha builtlkq autlroAZetl ia euepentleC w for a fee M ons-hal( tlro amount namW y ieqWred,p~ov~ed no Wisrpas have bem wwfU ba matle in ihe i a tbantlonment Fms nol eocceaUeC one (1) y~r. N ci~anpea are matla or H wepansbn or abantlormient our (24) eowa in edvu~ca fer ali 6repadwns ena enan receke wrWA, approval on lnspecnon cara befwe antl apedlMatlons sheN nM be consWed to be a pertnit Mr, iror an apprwal M, anry vblatlon W the provisbns ) or ropulatlon. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-6833 24 HOUR3 PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : AN~- PA~lhh/ Property Address : q?c~v ~cJ Phone : Contractor License No. : n Company : lO'~4Q~b ~Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this permit application are accurate, PerRlit F@B : and do not violate applicable ordinances, ru or regulations of the City of Wheat Ridge or ments shown, and allegations Plan Review Fee : covenants, easements or restrictions of r ord, that all measure made are accurate; that I have read an agree o abide by all conditions printed on this application, and that I assume tull res nsibili tor complian with the Wheat Ridge Building Use Tax : Code (U.B.C.) and all other applicabl Whea idge ordinan , for work under this permit. DATETOtel: (OWNER)(CONTRACTOR) SIGNE A Description : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : J Zoning : Builtli~Com'fnents~ ~ Approvat : Putilic~Vlro'FK~C3in-tnerits~_ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : spIafi3'R~Tii~ed$~ ys SPIanslR~t,~ed~ ~ I~E'IaR"e~ir~d~l ~ (1) This permtt was issued in accoMance with the provisions set forth in yopur aOPlication antl is subjecl to the laws of the State of ColoraEO antl to the Zoning RegulaUOns and Building Code of Wheat Ri09e, Colora0o or any olher apPlicaDle ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzed is not wmmencetl wilhin sixry (60) days Irom issue Eate or (8) the building authorizetl is suspendetl or abantlonetl tor a penod of 120 days. amo normal chan (3) of rithis ginal plans and speciTCalions and any s sepe~sbn or abandonmeMaha~s not exceeGed one (t~yea~r. R changes are matle ora ~ su pension'IOraCandonment exceetls one (1) year, full fees shall be pai0 for a new Permit. (4) No work of any manner shall De done that will change the natural iloveMwater causing a Crainage problem. (5) Contractor shall notiry the Builtling Inspecmr twenry-fwr (24) hours in advance for all inspections and shall receive writlen apDroval on inspection card 6efore pTroceediing with successive phases o( the job. (6) the butld9 ocode or 1 any t olher portlinance, law~nr9ule or d regu~ationtions shall not Oe constmed to be a permit for, nor an approval oC any violation of the pmvisions ot Chief Building Inspector For Mayor THIS PERMIT VALID O ALL W 145933 24 HOURS PRIOR TO I~N PIECTION ECTOR AND MAYOR DEPARTMENT OF COMMUNITY DEVELOPMENT P~~MIT NO.M921118351 7500 wEST 29th avENUE BUILDING INSPECTION DIVISION 237-6944 EXT. 255 P.O. sox ssa CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN S~GNED BY THE CHIEF BUILDIN6 MSPECTOR AND RECEIPTED BELOW. nre'LT JOB 9340 W. 49th Ave. OWNER P.O Hox CONTRACTOR ZIP CODE 8~30 11936 Wadsworth Blvd, Bro«nfield CO 8002 pHOfJE N/A, ADDRESS ~i/p CONTRACTPRICE$~,]~964,0 cirv Broomfield ziP cooe 80020 euswess NAGreat We ts Management 457-0670 466-7386 LICENSE NO. 15968 nr Joe siTe - PHONE ❑ Other S or D Face I. TYPE Ground❑ Rooi❑ Wall❑ Projectinq 2 Total Sqmre Feet . MATERIAL TSIGNIS3. ILLUMINATION Yes❑ No❑ TyDa Elect Permit No. Zone_ APProved,ZOnelnspector 4. SET BACK FROM PROPERTY LME N_ S~ E W ❑ ❑ pisaDDroved (Snncifv which is frOnt) ❑ . I. TYPE SolidO More Than 80% Open❑ Lees Than 80% Open Heipht FENCES ZMATERIAL S_ E_ `N Zone_ APProved,Zone Inspector 3. SET BACK FROM PROPERTY LINE N_ ❑ ❑ ❑ DisopO~oved (SDBtify w~iC~ ~s front) _ ❑ ~ s..+w . 2 Nail on 2 layers of #28 base sheet Heat weld 1 olv c OTHER I Modified Bitumen roof inembrane. Surface the entire s ~ a uminum coating. This system will meet U.L. class A DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIV{hv DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJFCTIONS INCLUDED) z J Y r ¢ w a & a w O uN I CO ~ SPECIFV NORTH STREET NP.ME SHOW DISTANCES FROM THE MAIN BUILDING TO QDJOINWG HOUSES, STREETS, AND PROPERTY UNES; ON IRREGULAR LOTS, SHOW LEA T DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANCE. ApPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THE VALIDATION UPON ONLY WORK INDI BUILD THIS APPLICATION WILL BECOME A PERMI ~OvcErenu nnTE OF ISSUANCE F WORK IS NOT STARTED WITMW THAT TII,N~G INSPECTION DIVISION. rc.......~~ . PLU MBWG PER MIT . MECHANICAL PERMIT ELECTRICAL PERMIT LICENSE N0 T STATE LICENS E N0. ST . A E BSM I ST 2 ND 3RD 4TH N0. FUEL~CircbOne Gas Oil Propane Coal Elec Solor ALU MINUTA WIRE UNDER SIZE 8 ILLEGAL FLOOR BTU FORCED AIR N0. WATER CIASET = HOT WATER BTU TEMPORARY METER WASH BOWI STEAM BTU NEW SERVICE - AMPS TUB BATH AIR CONDITIONING-BTU CHANGE SERVICE - AMPS SHOWER OTHER LIGHTING SINK REFRIGERATION SYSTEM HEATWG GARBAGE DISP Gioup Refriqeront POWER SUB-CIRCUITS WATER HEATER PounES Charqe UTILITY (RANGE, DISPOSER, ETC ) I1UT0. WASHER AUTOMATIC SPRINKLER SYSTEM FIXTURES DISH WASHER ELEVATOR WIRING MOTORS 8i CONTROLS FLOOR DRAIN SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS PERMIT FEE 189 • 00 I hereby acknowledge that this opplica- I 56 215 tion is correct ond understand that USE TAX . Cannot starl this project until this appli- $ cation is avGroved. I shall comply with lorado and to t C TOTAL FEE ~ o ihe lows of the State o ildin d B APPROVED p u ihe Zoning Regulations an . DISAPPROVED coda ot tne city of Wheat Ridqe. Any yyheat Ridge CHIEF BUILDING violotion of the above terms will cause CALL 237-6944 EXT. 255 immediate ravocation of thi permi zq HOURS IN ADVANCE i~ ~o n MAYOR Date Issued FOR INSPECTIONS INSPECTION TICKET ADDRE55 9`3VL y9 DATE: 1-141y0 BLDG.PERMITA PERMITN No 'A-vsQ s-t BLDG. CONTR. ya3-9y09 SUBCONTRACTOR INSPECTION REGUESTED 2-~y"9O F Gv a,✓~ or i INSPECTION M DE REMARKS f 1~/Yh' 17cre., c c-d wv 7 cj h~ v~ W.R. f ORM 6-19